363 Atlantic BlvdJI
i
i
i
I
I
i
THIS IS A
i
(
MAP
SIHOW I N! G
SURVEY'
OF
LOTS 7, 8, 9,
10, I 1 ,
12, 13, 11,
I�;, 10, II AND
I1), T()(31,1,111;R W] III T 11:
NORTH 82. 5 FEE'['
OF' T1IE:
EAST 1 4 PEE'1'
UL' I, 1' 19
I11,0(T 1 , PLAT NO. ! ,
SUBDIVISION "A"
ATI, ANT]
C BEACI(, R}?l'ORIiL;D
IN PLAT'
I.wi0 1, 5 I,A(;I? 69 UL' Ti1L:
CURRENT PUBLIC
REC0RDS
()F FIIIVAL COUNTY,
FkOR I DA .
I'OHTA I H 11, i . 65 ACRES,
MORE OR LESS.
ATLANTIC' HOIIL,EVARP
AND STATE ROAD NO. A---I-A.
U
t
IA H E RN `.QTR E E T
_------- ----_ __--_ _.-- --- _ _ - 5 7-R/W (PAVED)
OVERHEAD
POW£RLINE
COVERED CURB
(363.36' FIELD) INLET 2"PVC BACKFLOW
CABLE RISE C ^ t 00"
0 tt C CABLE RISER VALVE PIPE
N. 'S `T G
CABLE
POWERPOLE� � CONCRETE CAF)LERISEF WOOL) POWERPOLE
64.00 TRANSFORMER PAD FOUND 3/4" IRON
FOUND i/2' IRON _ CONCRETE
PINE, No. 1576 \1� WERPOLE PIPE, NO CAP
I __ _._____ _ - - - , L ,
J
°J )ROP INLET .-CONCRETE 8A'"
z _ 0 INLET ASP ALT PA K I N DUMP T R 4.0'
O Ito
� 4.9' 6.1' 1.0' 2"PVC 9 FLOW
til -"` -- - -� +- VALYE P) DROP INLET
II
j ° . 08-
vo *'RETE o
800
51-C 0 3 1
-6 O 0 AN OU S
o t
- -
OD
,
i,- - - - - (Typical) -
p A I
O O O 0
tD Z <' I -u
O
�)
O - x a)
I I- T O R Y \ rri I -- S T I0 R Y � m
1„ -I 0
-+
N' s z' o MASONRY I o In! o MASONRY o �a
K) FINISHED FLOOR N a�rn
- r G) FINISHED FLOOR 1
-n z ELEVATION = 11.9<:
m mELEVATION N= I 1 94 No.'s 2 TH U 1 4
m LOT f5 I LpT /3 LOT ;/ LOT 9 LOT 7 f v,0 LOT 5
OD m ._
a
S► Z_I N)r
� $.1' I I 0.7'
r
0Q, Q I 60.8 R
N RAMP(TYP.) J .J ^''ONC E1TE 1.PLANTER. (TYP)
1 13.2 ap
0.7 --- __ - _ - -- - - - - -- - -
t - -�
--- -
f a 4.9' � ,.. d O
c 9 3
.4•
t� f (�r.5' r' 9.J .' I , r 9.5' 1 .5' . ": ( 9.5' J .. •10.5' � : C_____� 10.5'.0 I
Q�Z� �/FOUND I/ 2'� IRON _ � .• - 9.5 _] . $.8; • -_____ X5.7 ( 9.5' 10.5•. '. 9.5 ".•' 10.5 •.: 9.5 10.5. � : L 9•!� .• 10.5 1°.T'.' .. 9.5'] •.'. 10,5 1_9_'� ''r 10.5. �_� . _ 0.:> :. 0 .� � 0 l 5 O
l� l" PIPE, No. 3672 9.5 io.8'� - _ 11.5' _
j
"FOUNDPK. NAIL N .
(
&83046:0 2' W 13.93 FIELD) a DISK No. 367,2 I2.0' ?' ro Q
TYR
S.83 '4 2'0 011 W., i 4.0 0 , II ( _ ( N /C) o !I I. H/C � o1nlHc
LOT 20
L
f
GAS
o• 1 1 i METER D
i0 i bleb GAS r�--
Z Do I 1 .l "� �� METER D -
F^ ( O ,l! p ORO NJLET DROP INLET DROP INLE ['EASEMENT z (n
CLEAN
^�- - - _.. -- - ----- - -- - _ D. B. 1515 Pg. 5 7 OUT G) m
LOT /9 0) LG'T / d► LOT /7 � N_' I
�O
0 _ �VZ-t� SPHALT PARKING �SANITARY 1 IO
FLAG o � C I,, o.R.)
/POLE
I -
EA BA
UT
TE
_-�_
�s.
.OD (.7
O 2.4' CONCRETE 9
.o -N
zi0 7 3.8' 0
" e7e1' s.oO Q1=
- --
m O
O 0
_ 'l w
LIGHT ! I o LIGHT `IFOI�E N ° D
= OLE w 32.1' b0 POLE ------
[ I I L m
O
r
LOT i2' LOT /G LOT B
a
v 6i ? } 4. p
STORY o 8
�_.-.___ „ MAS 0 N R Y
- 3.8'
LOT /6 LO /4 ^' LOT 6
m
v� co FINISHED (FLOOR m
ELEVATION=I 14.02 N
O i 2,,i_°' No. 363 i
CO ERED CONCRETE - -
Qp IN V DOD SIGN 7.8' RAMP I: m N
- 10.2' 1! °� -.- 0-8.o f.:ONCRETEI: I O
p -- 3 6.3' (TY P.) hl,/C I 3
- FOUND PK. NAIL 81
DISK, No. 3672 T W
a ,
_� 71.5 - i -M1.0. 9.0' ---- . -- �P= =gin% I4.7'
-9.
9t
BOATWRIGHT, A REGISTERED LAND SURVEYOR, LICENSE NO. 3295, IN AND oz' 6' CONC. CURB (TYP) �, FULI<HEA w/ 4 WOpD FENCE 9s•9 �( 7'0
STATE OF FLORIDA AND LEGALLY DOING BUSINESS IS DUVAL COUNTY DOES - OVERN CONCRETE A , 18.4 DETENTION POND-.DD•�%_ /= / �•b
1777
_ -_ �_ AD LINE CROSSWALK 3. I' - �{ / : W G 0 D K/ ' y
�ERTIFY TO NORSHORE, LTD . , CONTINENTAL WINGATE CAPITAL INC . AND - SkCRE'rE YRAFFiC" w., POLE ONCRETE TRAFFI --_-L•�
GNAL.IyOLE - GNAL POLE - '-- �
?ALTH LAND TITLE INSURANCE COMPANY, AND THEIR RESPECTIVE --- j TRAFFIC 68.9' 'm'.%'�'t
(:ONTRUL 10.9''/
)RS AND ASSIGNS: THE BOUNDARY SURVEY REPRESENTED HEREON IS A TRUE ` S. 8 9 0 4 x-- x --- __,�
p 6.7
LOT 3
LOT /
0
2ECT SURVEY MADE BY ME ON MARCH 15, 1999 OF THE LAND THEREIN 4 O yy - __ -- _ - • I s.4'/6 POND 1
_ ��//
--ac 5x5' Is.o' o
1ARLY DESCRIBED; THE SURVEY AND THE INFORMATION, COURSES AND _.__` Y CONC BETE --
( U. ggo4 i - - - - •_.:..:-. -� ONTROL ,
30 SHOWN THEREON ARE CORRECT; THE TITLE LINES AND LINES FOR ACTUAL � `0 5 33" w ST ,UC7U
CON ARE THE SAME; THE LAND DESCRIBED IN THE SURVEY IS THE SAME AS
3D IN THE TITLE INSURANCE COMMITMENT DESCRIBED BELOW; THE AREA OF
TELT PROPERTY AND THE SIZE, LOCATION AND TYPE OF BUILDINGS AND
4ENTS AND ANY OTHER MATTERS SITUATED ON THE SUBJECT PROPERTY ARE �pA
qN AND ALL BUILDINGS AND IMPROVEMENTS ARE WITHIN THE BOUNDARY
['HERE ARE NO VIOLATIONS OF ZONING ORDINANCES, RESTRICTIONS OR
ZULES AND REGULATIONS WITH REFERENCE TO THE LOCATION OF SAID
3S AND IMPROVEMENTS THAT THE UNDERSIGNED IS AWARE OF: THERE ARE NO -
TMENTS ON THE ADJOINING PROPERTIES, STREETS, OR ALLEYS BY ANY OF
CLDINGS, STRUCTURES AND IMPROVEMENTS OTHER THAN AS SHOWN ON THE
THERE ARE NO PARTY WALLS OR VISIBLE ENCROACHMENTS ON SAID
3D PROPERTY BY STREETS, ALLEYS OR BUILDINGS, STRUCTURES OR OTHER
LENTS SITUATED ON ADJOINING PROPERTY, EXCEPT AS SHOWN ON THE
ALL UTILITY SERVICES REQUIRED FOR THE OPERATION OF THE PREMISES
'sNTER THE PREMISES THROUGH ADJOINING PUBLIC STREETS; THE SURVEY
,HE LOCATION OF ALL VISIBLE STORM DRAINAGE SYSTEMS FOR THE
CON AND DISPOSAL OF ALL ROOF AND SURFACE DRA-[-NAGE-; THE SUBJECT
DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA ("SFHA") AS
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY; THE PROPERTY LIES
"ONE "X" OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY
). 120075-0001-D, BEARING AN EFFECTIVE DATE OF APRIL 17, 1989; THE
PROPERTY HAS ACCESS TO AND FROM A DULY DEDICATED AND ACCEPTED
;TREET OR HIGHWAY, AHERN STREET A 57 FOOT RIGHT OF WAY AND
BLVD. A 100 FOOT RIGHT OF WAY; THE SUBJECT PROPERTY DOES NOT
ANY ADJOINING PROPERTY FOR DRAINAGE, UTILITIES, OR INGRESS OR
AND THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A
'ICALLY CLOSED FIGURE. THE UNDERSIGNED HAS RECEIVED AND EXAMINED A
COMMONWEALTH LAND TITLE INSURANCE COMPANY TITLE COMPANY'S
sNT NO. JX99-0642 PN; AND THE LOCATION OF ANY MATTER SHOWN
TO THE EXTENT IT CAN BE LOCATED, HAS BEEN SHOWN ON THIS SURVEY
APPROPRIATE RECORDING REFERENCE. THE PARTIES LISTED ABOVE ARE
TO RELY ON THE SURVEY AND THIS CERTIFICATE AS BEING TRUE AND
's. THIS SURVEY IS MADE IN ACCORDANCE WITH THE 1997 "MINIMUM
DETAIL REQUIREMENTS FOR LAND TITLE SURVEYS" JOINTLY ESTABLISHED
)TED BY AMERICAN LAND TITLE ASSOCIATION ("ALTA") AND AMERICAN
> ON SURVEYING AND MAPPING ("ACSM") AND MEETS THE REQUIREMENTS OF
I SURVEY, AS DEFINED IN THE CURRENT ACCURACY STANDARDS JOINTLY
BY ALTO AND ACSM AND INCLUDES ITEMS 3,4,6,7,8,9,10 AND 13 OF
THEREOF.
64
DONN W , BOATWRIGHT,--
JOT VALID UNLESS FLORIDA LIC. SURVEYOR AND MAPPER NO. LS 3295
%N EMBOSSED SEAL FLORIDA LIC. SURVEYING & MAPPING BUSINESS NO. LB 3672
SIGNED HEREON
zo• B NO �� ��� . DRAWN BY , ,..lktt~,z��i C�QA i �r R�I-1T L
351.98 FIELD) - - - -s•- __..__.-__- -
� y � ROP INL ETA
.WO-�OFEN�E -L_J /FOUND 1/2" IRON PIPE, No. 3672
.9 6`IN HOLE IN CONCRETE WALK
CONCRETE
SIDEWALK
BEARINC4S BASED ON THE SHUT'H RIC''HT OF WAY LINE OF AHERt
STREET AS PER 3URVF,Y BY HASSETT & BA.3SETT, INC. FILE NO.
i
i
i
I
I
i
THIS IS A
i
(
LOT 3
LOT /
0
2ECT SURVEY MADE BY ME ON MARCH 15, 1999 OF THE LAND THEREIN 4 O yy - __ -- _ - • I s.4'/6 POND 1
_ ��//
--ac 5x5' Is.o' o
1ARLY DESCRIBED; THE SURVEY AND THE INFORMATION, COURSES AND _.__` Y CONC BETE --
( U. ggo4 i - - - - •_.:..:-. -� ONTROL ,
30 SHOWN THEREON ARE CORRECT; THE TITLE LINES AND LINES FOR ACTUAL � `0 5 33" w ST ,UC7U
CON ARE THE SAME; THE LAND DESCRIBED IN THE SURVEY IS THE SAME AS
3D IN THE TITLE INSURANCE COMMITMENT DESCRIBED BELOW; THE AREA OF
TELT PROPERTY AND THE SIZE, LOCATION AND TYPE OF BUILDINGS AND
4ENTS AND ANY OTHER MATTERS SITUATED ON THE SUBJECT PROPERTY ARE �pA
qN AND ALL BUILDINGS AND IMPROVEMENTS ARE WITHIN THE BOUNDARY
['HERE ARE NO VIOLATIONS OF ZONING ORDINANCES, RESTRICTIONS OR
ZULES AND REGULATIONS WITH REFERENCE TO THE LOCATION OF SAID
3S AND IMPROVEMENTS THAT THE UNDERSIGNED IS AWARE OF: THERE ARE NO -
TMENTS ON THE ADJOINING PROPERTIES, STREETS, OR ALLEYS BY ANY OF
CLDINGS, STRUCTURES AND IMPROVEMENTS OTHER THAN AS SHOWN ON THE
THERE ARE NO PARTY WALLS OR VISIBLE ENCROACHMENTS ON SAID
3D PROPERTY BY STREETS, ALLEYS OR BUILDINGS, STRUCTURES OR OTHER
LENTS SITUATED ON ADJOINING PROPERTY, EXCEPT AS SHOWN ON THE
ALL UTILITY SERVICES REQUIRED FOR THE OPERATION OF THE PREMISES
'sNTER THE PREMISES THROUGH ADJOINING PUBLIC STREETS; THE SURVEY
,HE LOCATION OF ALL VISIBLE STORM DRAINAGE SYSTEMS FOR THE
CON AND DISPOSAL OF ALL ROOF AND SURFACE DRA-[-NAGE-; THE SUBJECT
DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA ("SFHA") AS
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY; THE PROPERTY LIES
"ONE "X" OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY
). 120075-0001-D, BEARING AN EFFECTIVE DATE OF APRIL 17, 1989; THE
PROPERTY HAS ACCESS TO AND FROM A DULY DEDICATED AND ACCEPTED
;TREET OR HIGHWAY, AHERN STREET A 57 FOOT RIGHT OF WAY AND
BLVD. A 100 FOOT RIGHT OF WAY; THE SUBJECT PROPERTY DOES NOT
ANY ADJOINING PROPERTY FOR DRAINAGE, UTILITIES, OR INGRESS OR
AND THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A
'ICALLY CLOSED FIGURE. THE UNDERSIGNED HAS RECEIVED AND EXAMINED A
COMMONWEALTH LAND TITLE INSURANCE COMPANY TITLE COMPANY'S
sNT NO. JX99-0642 PN; AND THE LOCATION OF ANY MATTER SHOWN
TO THE EXTENT IT CAN BE LOCATED, HAS BEEN SHOWN ON THIS SURVEY
APPROPRIATE RECORDING REFERENCE. THE PARTIES LISTED ABOVE ARE
TO RELY ON THE SURVEY AND THIS CERTIFICATE AS BEING TRUE AND
's. THIS SURVEY IS MADE IN ACCORDANCE WITH THE 1997 "MINIMUM
DETAIL REQUIREMENTS FOR LAND TITLE SURVEYS" JOINTLY ESTABLISHED
)TED BY AMERICAN LAND TITLE ASSOCIATION ("ALTA") AND AMERICAN
> ON SURVEYING AND MAPPING ("ACSM") AND MEETS THE REQUIREMENTS OF
I SURVEY, AS DEFINED IN THE CURRENT ACCURACY STANDARDS JOINTLY
BY ALTO AND ACSM AND INCLUDES ITEMS 3,4,6,7,8,9,10 AND 13 OF
THEREOF.
64
DONN W , BOATWRIGHT,--
JOT VALID UNLESS FLORIDA LIC. SURVEYOR AND MAPPER NO. LS 3295
%N EMBOSSED SEAL FLORIDA LIC. SURVEYING & MAPPING BUSINESS NO. LB 3672
SIGNED HEREON
zo• B NO �� ��� . DRAWN BY , ,..lktt~,z��i C�QA i �r R�I-1T L
351.98 FIELD) - - - -s•- __..__.-__- -
� y � ROP INL ETA
.WO-�OFEN�E -L_J /FOUND 1/2" IRON PIPE, No. 3672
.9 6`IN HOLE IN CONCRETE WALK
CONCRETE
SIDEWALK
BEARINC4S BASED ON THE SHUT'H RIC''HT OF WAY LINE OF AHERt
STREET AS PER 3URVF,Y BY HASSETT & BA.3SETT, INC. FILE NO.
AND Sl1RVEY0RSIII INN 1 7 1 1 5 th. S T R EETT SOUTF� J ��K � f�Vl�.hIE E ��A�CrC�H� FLORIDA
O.R.V. = OFFICIAL. RECORDS VOLUME
D.B. = DEED BOOK
LOT 4
LOT 2
I
10
0
IA
sad Zoain� aParMaant
Fv�isW"10" soeMPN$rce with PPlIcad oth*r local nd
w--t",mM twuladons, but does not constitute
the bsuance of Permits. Complience
with friends tluNdirp Com and all other applicable
�
. state
rifled o Fede 0 requirements
OwNbeP essaft &"v Wta to ias once(antic of a
THIS SURVEY WAS MADE FOR THE BENEFIT OF NORSHORE, L t.! •� O� pment actor
CONTINENTAL WINGATE CAPITOL AND COMM0NWEALTI-I LAND T
ST
AND IS IN COMPLIANCE WITH THE MISE FLORID
D [CALA ADMINISTRATIVE
SET FC)RTH IN CHAPTER 61317-6 OF
CODE.
REVISED: MAY 19, 1999
RECHECK: MARCH 15, 1999
RECHECK ` AUGUST 23, 1993
04) 241-�� I DATE SIGNED _,. >� Me z -, N 2 9 o SHEET OF 1
S- ?943 DATED APRIL, 1, 1.989.
2.
THIS IS A
HOUNDARy' SURVEY.
3.
NO BUILDING
REST'RICT'ION LINE, AS PER PLAT.
4.
"EASEMENTS
FOR THF; T N STA 1,1,AT I ON AND
MAINTENANCE OF
TEL,RPHONE
SYSTEMS AL,ONC:. THE CENTERLINES
OF BLOCKS ANL
SIDE T,TNFS
OF I,OTS" AS PER PLAT BOOK 5, PA{SF,
69.
5 .
BENCHMARK :
RAI T,POAD SPIKE IN SOUT HWE'S'.1'
FACE OF WOOL
POWER P(JLIF,
AT NORT'HEAS'T' CORNER OF THE
INTERSECTION OF
ATLANTIC' HOIIL,EVARP
AND STATE ROAD NO. A---I-A.
Ef,EVATI.ON
= 13.)11`1
AND Sl1RVEY0RSIII INN 1 7 1 1 5 th. S T R EETT SOUTF� J ��K � f�Vl�.hIE E ��A�CrC�H� FLORIDA
O.R.V. = OFFICIAL. RECORDS VOLUME
D.B. = DEED BOOK
LOT 4
LOT 2
I
10
0
IA
sad Zoain� aParMaant
Fv�isW"10" soeMPN$rce with PPlIcad oth*r local nd
w--t",mM twuladons, but does not constitute
the bsuance of Permits. Complience
with friends tluNdirp Com and all other applicable
�
. state
rifled o Fede 0 requirements
OwNbeP essaft &"v Wta to ias once(antic of a
THIS SURVEY WAS MADE FOR THE BENEFIT OF NORSHORE, L t.! •� O� pment actor
CONTINENTAL WINGATE CAPITOL AND COMM0NWEALTI-I LAND T
ST
AND IS IN COMPLIANCE WITH THE MISE FLORID
D [CALA ADMINISTRATIVE
SET FC)RTH IN CHAPTER 61317-6 OF
CODE.
REVISED: MAY 19, 1999
RECHECK: MARCH 15, 1999
RECHECK ` AUGUST 23, 1993
04) 241-�� I DATE SIGNED _,. >� Me z -, N 2 9 o SHEET OF 1
May -25-06 06:31
Florida Building Code Online
VrID 5262 1 FI.-019.1+di
PLIU 5262 I F1,620.1)d1'
1:1'10_5262 I Ff.•ti.3l.ltdl'
Product Approval Method: Method 1 Option n
Application Status: Approved
Date Validated: 10/06/2005
Date Approved: 10/13/2005
Date Certified to the 2004 Code:
Page: F_
t'8t1t; 1 1 1
Go)
P.02
Page 2 t,tr4
pp/Seq
Product Mode[ # or
Model
Limits of Use
#
Name
Description
This product meets the
requirements of the 2004
Florida Building Cude with
the following Limits of
Use: Glazed product
requires Approved
6/6 and 810
External Protection when
Paque and
sed in HVHZ and Wind
Glazed Fiberglass
orne Debris Regions.
5262.1
a. Classic -Craft
Door with and
Product must be installed
without Sidelites.
er drawing FL•618,
Inswing and
pproved Configurations:
Outswing
, XO, OX, OXO, XX and
XXO See NAMI
ertification Number
1005724, N1005727,
N1005728 and N1005729
or Sizes and Design
Pressure ratings.
This product rnecls the
requirements of the 2004
Florida Building Code with
he following Limits of
Use: Glazed product
requires Approved
616 Opaque and
External Protection when
Glazed Steel
used in HVHZ and Wind
Door with and
Borne Debris Regions.
5262.2
b. Construction Series
without Sidelites.
Product must be installed
Inswing and
per drawing FL -631.
utswing
Approved Configurations:
, XO, OX, OXO, XX and
XXO See NAMI
Certification Number
1005312,N1005566
and N1005567 for Sizes
and Design Pressure
atin s.
This product meets the
requirements of the 2004
Florida Building Code with
ltttp:ll%vw%,,lloritialtuilding.org/pr/pr_detl.asp?[I'T-5262&RVTO&fm—ROSrch 11/3/2005
11005329, N1005330
nd N1005331 for Sizes
nd Design Pressure
This product meets the
+equirements of the 2004
,lodda Building Code with
llttp://www,lloridttbuiIdirtg.org/p►•/pr tict[.asp?IP'['=5262&RV-0&fin—ROSruh 11/3/2005
May -25-06 06:31
106(41 Lluildin" Code Online
or
Product
DaQ' Apprawl
�t+u
�/G-r^tom• �-('7(�'
IVIA
t
RODUCT APPROVAL Product Type Detail
Prauct
User: Public User - Not Associated with Organization -
f��'ci{ I Iclp ?
Application i#: FL5262
Date Submitted: 09/4912(1)5
Cod,- Version- 2004
PTOthlct Mamtfactmer: Thermu=l'ru Corporation
Mkitess/Phonelemuil: 118 Industrial [41ve
Edgetlon, 01143 517
APPROVED (419)299-1740
CITY OF ATLAmic BEACH
BUILDING OFFICE
Category: Exterior Doom
JUN 0 '7 2006
Suhc;uenory: Swinging
By:
HWUIuatutn Method: C utiiication Mark m, I isting
its fewnced Standards from the Florida Building Code: Sectiult standard Year
TAS 201, 202, 1994
203
ASTM F.330 2002
AS'I'M 1:1886 2002
AS 1:x+1 L; 1996 2002
SSTL) 12 1999
Certilwution Agency:
Quality Assurance Entity:
Validation Entity:
AWill 1nie-ed Sil;txuturc:
Fvaluatiourl'cst Reports Uploaded:
Installation Documents Uploaded:
ASTM L 1300 2002
National Accredilation &tamp;
Managettlent IusUtU[C.
Steve Jusperson
Sjaslxrsan(ti?itteclinulogiex.or.
PTID 5262 1_1:L-567.pdf
I•11"I D -52G2_1 1.1.-618.1}d f
P.O1
Itltp:%r'wwev.ilc.}ri�3uhulItltnl.org/hr/hr_dcil.asp?ll"l'=5262&,RV—O&fm=ROSreb 111 17005
September 20, 2004
City of Atlantic Beach
Don Ford
RE: Right of way contiguous to the Cottages at Atlantic Beach
Please allow this letter to serve as confirmation as per our discussion that
we will continue to sod the disturbed right of way areas south of our
project for approximately an additional 130 lineal feet. As discussed, this
will restore the right of way disturbed by our workers parking. If you should
need any additional information please feel free to call.
Sincerely,
Michael A. Sones
0 1 3 I 6 H ■01VIIIPMINI
CAIISII0C110II
60 Ocean Boulevard, Suite One, Atlantic Beach, Florida 32233, 904-246-9593 (ax: 904-246-9966 email: oceandevQbellsouth.net
DEPARTMENT OF PUBLIC WORKS
1200 SANDPIPER LANE
ATLANTIC BEACH, FLORIDA 32233-4318
TELEPHONE: (904) 247-5834
FAX: (904) 247-5843
SUNCOM: 852-5834
http://ci.atlantic-beach.fl.us
FLAN REVIEW COMMENTS FROM THE
PUBLIC UTILITIES DEPARTMENT
Permit Application # �'?`j G D(
Applicant: OL -U bD��Vt-�0-}eM UJ
Address: 1 ' PeAC>K) j::)
Proj ect: tau L -r ( r=ad-y\ I i-'�4 DW cT
Your application is approved as noted by the Public Utilities Department. Final
application approval must come from the Building Department.
u Your permit application has been reviewed by the Public Utilities Department and the
following items need attention:
Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions please call (904) 247-5834.
Rev* ed y Donna Kaluz *ak, Public Utilities Director
Date
Signature
Contractor Notified Date
Applica
Address
Project:
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233-5445
TELEPHONE: (904) 247-5800
FAX: (904) 247-5805
SUNCOM: 852-5800
http://ci.atiantic-beach.fl.us
PLAN REVIEW COMMENTS
Permit Application # 03-r 2- `5 q0c 1
tI,�' Four application is approved
❑ Your permit application has been reviewed and the following items need
attention:
Please re -submit your application when these items have been completed.
Reviewed by
Signed '- Date ��Z
D �U3
Contractor Notified Date
D. /s exterior wall finish shown?
Yes ✓No
N/A
15.
Does bedroom open directly into garage?
Yea No ✓NIA
E. Is interior wall finish shown?
Yes 4/No
N/A
16.
Does the number of bedrooms shown on plans match the number
F. Is minimum clearance between wood siding and finished
Yes ✓No
N/A
of bedrooms shown on the application?
Yes t/4o
N/A
grade shown? (FBC 2304.2.5)
G. Are shear wall segments shown?
Yes ✓ No
NIA
17.
Is Designer's name and address shown on plans?
Yes t�o
N/A
A. Type of hold-downs shown?
Yes ✓No
✓
NIA
I8.
Do egress doors and landings comply with FBC 10 12.1.3
FBC 1012.1.5?
'-No
9.
Are ceiling heights shown? (FBC 1202.2)
hold-downs labeled?
Yes No
Yes -�"'Vo
NIA
NIA
19.
and
Are habitable moms shown with the minimum light and ventilation
Yes
N/A
10.
Are all hurricane anchorage and specified and
Yes No
requirements of FBC 1203.1?
Yes ✓Ne
11.
Is ceiling type shown, drywall thickness?
NIA
NIA
12.
Roof Framing
A. Are engineered trusses shown?
Yes ✓No
N/A
20.
Are garage doors, windows and other openings shown as meeting
wind load requirements for components and cladding per FBC 16067
Yes ✓IJo
IA
B. Are conventional frame rafters used?
Yes No
NIA N
21.
Does floor plan show fireplace?
Ya VNo
VI IA
I. Rafter size shown?
Yea No
NIA t/
22.
Are stair details shown?Yn
�o
N/A
2. Species of lumber shown?
Yea No
N/A
A. Is minimum stair width shown? (FBC Table 1004)
Yes o
NIA
3. Gude of lumber shown?
C. Type of roof sheeting shown?
Yes No
Yes ✓No
N/A,,/
NIA
B. Are tread and riser sizes shown? (FBC 1007.3}
C. Do spiral stairways comply with FBC 1007.8.27
YesNo
Yes o
N/A
N/A V-'1.
Thickness of roof sheeting shown?
Yes ✓ No
N/A
D. Are required landing shown? (FBC 1007.4)?
YeaN/A
2. Grade of roof sheeting shown?
Yes ,/No
N/A
E. Is required headroom clearance shown? (FBC 1007.4)
Yea o
N/A
3. Nailing pattern of roof sheeting shown?
Yes;/ No
N/A
23.
If floor plan shows mixed construction, are mixed
(FBC Table 2306.1)
Construction details shown? (May require engineering.)
Yes No
N/A U---
/D.
D.Weight of Dry -In felt shown?
Yes ✓ No
N/A
24.
If required, are tenant separations shown?
Yes No
NIA %/-
E. Type of roof cover shown?
Yea No
N/A
A. Duplex (FBC Table 704.1)
1. Attachment asphalt/fiberglass shingles shown?
B. Townhouse (FBC 704.4)
(FBC 1507.3.7)
Yes ✓o
NIA
25.
Are all columns and beams shown for porches and lanais?
A. Are
Yes ✓>o
✓,No
N/A
2. Attachment of the roof ahown7
Yes No
N/A
column type, size and anchorage shown?
Yes
NIA
(FBC 1507.3.7)
3. Other roof covering and attachments shown?
Yes No
N/A
26.
B. Are beam type, size, span and anchorage shown?
Are all lintel and bestn details shown?
Yea V No
Yes ✓No
N/A
N/A
F. Length of roof overhang shown?
Yes ti/No
NIA
27.
Are engineering details provided for butt #I=?
Yes No
N/A
G. Type of soffit and fascia shown?
Yes ✓No
N/A
H. Attic ventilation shown?
Yes �^o
NIA
I. Location, type and thickness of flashing shown?
VII. Truss/Rafter Plan.
(FBC 1503.2.1 and FBC 1507.3.9) -
Yeab
N/A
1.
Are engineered truss plans provided showing bads, uplifts and
I. Type and gaagg of eave metal sbown?
Yes o
N/A
required ummx:tions?
Yea ✓ No
N/A
2.
Are all headers, beams, girder and interior Meering walb shown?
Yes V410
N/A
3.
Framed roof
Vl. Floor
Plan.
A. h rather plan shown, including size, spacing species,
1.
Does square footage on plan match square footage show on
I
grade of lumber, span and connections?
B. Is ceiling joist including
Yes No
N/A
application?
Yea y 0
NIA
plan shown, size, spacing,
2.
Are all room dimensions shown?
Yes No
NIA
spades, grade of lumber, span and connections?
Yes No
N/A
3.
Are ell door and window sizes shown?
Yes � -No
N/A
C. Are collar ties shown, including size.:pacing, species,
4.
Are all emergency egress openings shown?
Yes V No
N/A
grade of lumber and connections?
Yes No
NIA k/
5.
Is required tempered Slam sbowa at all hazardous locations?
D. Is ridge beam shown, including size, species and grade
(FBC 2405.2)
Yes o
N/A
of humber7
Yes No
N/A ✓
6.
Are all vertical reinforcements shown?
Yes No
Yes ✓�Nii
NIA
N/A
4.
Is roof sheeting indicated, showing type, thickness and nailing
Yes 0
N/A
7.
8.
Are all shear wall segments shown?
Are all hold-downs and hurricane anchora#es shown?
Yes V No
N/A
pattern?
9.
10.
h required attic access shown?
Are all plumbing fixtures shown?
Yea (000�o
Yes Vr/,No
N/A
N/A
VIII. Floor
Framing.
It.
Are all electrical futures shown?
Yes VZo
N/A
1.
Is engineered floor anus plan provided, showing loads,
✓No
12.
Are all mechanical futures shown?
Yea N0
N/A
uplifts and connections?
Yes
N/A
A. is air handler and condensor location shown?
Yes �jNo
N/A
2.
Is joist plan provided, showing size, spacing, span, species,
B. Are exhaust fens shown?
Yes 1/ J�lo
N/A
grade of lumber and connections?
Yes V"No
N/A
13.
Are all smoke detectors shown? (FBC 905.2)
Yes V No
N/A
3.
Is floor sheeting indicated, showing type, thickness and
14.
Does one (1) bathroom on the fust habitable floor level
nailing pattern?
Yes 6' No
N/A
Have a 29" net clear door opening and handicap accessible
route? (FBC 11-h 1)
Yea ✓o
NIA
RESIDENTIAL CHECKLIST FOR ONE & TWO FAMILY DWELLINGS
NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY
AND DETAIL - (FBC 1`04.2.1)
PLANS EXAMINER: .__l n e,s �"t+ 't DATE:
y4
OWNER:l�,4a�t5 dEt�Paaf1> w+r JOB ADDRESS: Zoe h`�'iRloc�f
CONTRACTOR6C jAdj V & C6#*N,d l PHONE NUMBER:.? to -9 r? 3
111. Energy Code lnformatioa
(CIRCLE)
1.
Survey:
1.
Is a specific purpose survey submitted?
Yes ✓No
N/A
2.
k correct Flood Zone shorn?
Yes V No
VA
3.
Are existing grade elevations shown for structures located
NIA
3.
Is the"R" value between common walls shown?
in an "A" or "V" zone?
Yes 4/ No
NIA
4.
On lou in multiple flood totes, me flood zone linea indicated?
Yes No •
NIA ✓
5.
Is property in a flood way?
Yes No
NIA ✓
N/A ✓
6,
Is flood way line shown?
Yes No
6,
Structure Code Compliance:
Yes ✓ No
NIA
1.
An plans awaked by architect or engkm7
Yes ✓ No
NIA
A'Are structural calculations submitted?
Yes t., -No
N/A
2.
Iscorrect wind speed shown? (FBC Figure 1606)
Yes ✓ No
N/A
3.
la exposure category shown? (FBC 1606.1.8)
Ya.✓ No
N/A
4.
Is Importance Factor shown per F8C Table 1606?
Yes ✓ No
N/A
S.
Are pressures for wind loading on components and cladding
"No
2.
Column pads and concentrated low
Are an locations of vortical reinforcement and anchor bolo shown?
Shown per FBC 1606.2.37
Yes
N/A
6.
Are pressures for wind loading on components and cladding
N/A
4.
Is minimum concrete PSI shown?
Shown per FBC 1606.2.5?
Yes lNo
NIA
7.
Does structure meet requirements of FBC Table 500 for number of
/
A. Wire mesh size and gunge?
stories and allowable ane?
Yes ✓ No
N/A
8.
Does structure meet Fire Resistance Ratings of FBC Table 600
NIA
6.
Is vapor barrier, minimum 6 mil. shown? (FBC 1909.2)
for structural elements?
Yes VNo
NIA
9.
Are plans designed per SSTD 10-99?
Yes No
NIA
la type of soil treatment for termites shown? (FBC 1816)
A. Am all appropriate charts and tables shown?
Yes No
NIA V
✓
Do plana show concrete footings have a specified compressive
B. Are all appropriate requirements circled or highlighted?
Yes No
NIA
to.
Are plane designed per "Guide to Concrete Masonry Residential
NIA
10.
If pile foundation shown, is Sealed Soils Report submitted?
Construction in High Wind Aman"?
Yea %/ No
N/A I
(FBC 1805.1)
A. Are all appropriate charts and tables shown?
B. Aro all appropriate requirements circled or highlighted?
Yea or o
Ya No
NIA
NIA
It.
Are plans designed per "WPPC Guide to Wood Construction in
1.
Is finished grade sho"7
Yes t/No
High Wind Amu?
Yes No
N/A %e
Yes U,*o
A. Aro all appropriate charts and tables shown?
Yes No
NIA V
Yes "o
B. Are all appropriate requirements circled or highlighted?
Yes No
NIA
12.
Are plus designed per "AF & PA Wood Frame Construction
C. Base flood elevation?
Yet ✓No
Manual for Ona and Two -Family Dwellings, High Wind Edition"?
Yes No
NIA
Yes 04o
A'ro Aall appropriate charts and tables shown?
Yes No
NIA ✓
V
B. Are an appropriate requirements circled or highlighted?
Yes No
N/A ✓
111. Energy Code lnformatioa
1.
Is the current energy code form completed properly and signed.
cefrect climate zone snd correct jurisdiction? OW 13-600)
Yes "' A
NIA
2.
Does rondmioaW square feet area on pleas match square feet
shown on energy forms?
Yes ✓ No
NIA
3.
Is the"R" value between common walls shown?
Yes ;.i No
NIA
(FBC 13-602.1.ABC.1.1)
4.
Is the "It" value for added insulation on exterior walls shown?
Yes ✓ No
NIA
S.
Is the "It" value for ceilings shown? (FBC 13-604.I.ABC.1)
Yes ✓ No
N/A
6,
Is the "R" value for raised Goon shown? (FBC 13-603)
Yes ✓ No
NIA
7.
Are Energy Credits Claimed?
Yes ✓ No
N/A
A. Attic Radiant Barrier Credit (FBC 13-601.1 A.4)
Yes No
NIA ✓
B. White Roof Credit (FBC 13-607.1 A.5)
Yes No
N/A ✓
C. Programmable Thermostat (FBC 134001A.33)
Yea,/No
VA
IV Foundation Plan:
1.
Are all footings shown, including interior hearing walk,
2.
Column pads and concentrated low
Are an locations of vortical reinforcement and anchor bolo shown?
Yes VINo
Yes ✓ro
N/A
NA
3.
Are all elevation changes in stab shown?
Yee No
N/A
4.
Is minimum concrete PSI shown?
Yes %./po
NIA
S.
L slab reinforcement shown?
Yes No
NIA
A. Wire mesh size and gunge?
Yes No
N/A/'
B. Fibermeshreinforcement?
Yes ✓No
NIA
6.
Is vapor barrier, minimum 6 mil. shown? (FBC 1909.2)
Yes V No
WA
7,
Is minimum stab on grade thicimess shown? (FBC 1909.1)
Yea %;/No
NIA
S.
la type of soil treatment for termites shown? (FBC 1816)
Yes ✓No
NIA
9.
Do plana show concrete footings have a specified compressive
Strength of not less than 2500 PSI at 28 daya? (FBC 1804.5.1)
Yes
NIA
10.
If pile foundation shown, is Sealed Soils Report submitted?
(FBC 1805.1)
Yes V/No
NIA
V. Typical Wall Section:
1.
Is finished grade sho"7
Yes t/No
NIA
2.
Is minimum Boor elevation shown?
Yes U,*o
N/A
A. Minimum 8" above adjacent grade?
Yes "o
N/A '
B. Flood protection elevadoO
Yes /N.N/A
C. Base flood elevation?
Yet ✓No
N/A
3.
Is minimum footing depth beneath finished grade shown?
Yes 04o
N/A
(FBC 1804.1.3)
V
4.
Are all footing sizes shown?
Yes No
N/A
S.
Are all horizontal reinforcements Aown7
Yes V/No
NIA
6,
Is venial reinforcement shown?
Yea No
N/A
7.
Masonry construction.
A Is exterior wan finish shoran?
Yes .✓ No
N/A
✓
B. L interior furring Showa?
C. Is exterior wall insulation shown?
Yes No
Yes No
NIA
N/A ✓
D. Is exterior wall finish shown?
Yes 010
N/A
8.
Wood Frame Construction
f
A, Is stud size, spacing, grade and lumber species shown?
Yes Y
NIA
B. Is exterior sheathing (type and thickness) shown?
YesNIA
C. Are nalling requirements (size and spacing) shown?
Yes w, No
N/A
(FBC Table 2306.1)
WATER IMPACT FEE WORKSHEET
nnnoGcc• 2-O0 sx.,ViA)6e.1 Q'O — FooNitc,3sE
FIXTURE TYPE
DRAINAGE
FIXTURE UNIT
VALUE AS LOAD
FIXTURES
UNITS
Automatic clothes washers, commercial
3
Automatic clothes washers, residential
2
Z
Bathroom group consisting of water closet, lavatory,
Bidet, and bathtub or shower
6
Y
Bathtub (with or without overhead shower or whirlpool
attachments)
2
Bidet
2
Combination sink and tray
2
Dental lavatory
1
Dishwashing machine, domestic
2
Z
Drinking fountain/lcemaker
S�
Floor drains
2
Hose bib
1
2_
Kitchen sink, domestic
2
Kitchen sink, domestic with food waste grinder and/or
dishwasher
2
2__ -
Laundry tray (1 or 2 compartments)
2
Lavatory
1
1
Shower compartment, domestic
2
Sink )
2
Urinal
4
Urinal, l gallon per flush or less+
2
Wash sink circular or multiple) each set of faucets
2
Water closet, flushometer tank, public or private
4
Water closet, private installation
4
Water closet, public installation
6
TOTAL NUMBER OF UNITS=
% 7,
MULTIPLIED X 20
TOTAL $
In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being
performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner.
1. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify
any existing structures and uses.
3. If required by the Department of Public Works, a pre -construction topographical survey.
4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies.
5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools
may be excluded from total Impervious Surface.
6. Other information as may be appropriate for individual applications.
I hereby certify that all information provided with this application is correct.
Signature of owner:
Date:
1 hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and
ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the
governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the
above information being true and correct and that the plans and supporting data have been or shall be provided as required
1
Signature of Contractor: Date:
Address and contact information of person to receive all correspondence regarding this application (please print).
Name: MA 0 06e-,p#A fd 0 V
Mailing Address: & OGL-U(). �tlae_ I
Telephone: .7,46 -617 � Fax: E -Mail: '
AS TO OWNER:
Sworn to and subscribed before me this Io day of Vl , 200.
State of Florida, County of Duval
Notary's Signature:
aPv►Y OU.Cynthia G Sunso
My Commission DD130401 ersonally known
+,*
Expires July 01 zoos ❑ Produced identification
o
Type of identification produced
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of I , 200.
State of Florida, County of Duval
Notary's Signature:
,pt1AY �� Cynthia G Bun$
My Commission DDI 304()l ersonally known
o� ti i=xpires Jufy 01 2008 ❑ Produced identification
Type of identification produced
800 Seminole Road • Atlantic Beach, Florida 32233-5445
Telephone: (904) 247-5800 • Fax: (904) 247-5845 - http://www.ci.atiantic-beach.fl.us
Page 2 Revised 1/14/03
CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATIOI`
(FOR NEW SINGLE FAMILY RESIDENCE AND
DUPLEX CONSTRUCTION)
Date:
t► Job Address:
Oer
canof Pro erty•
Address: (7 t7t�3 BLaol� 5di Tx3 1 +&t.6,n PL 6Lh Telephone: ;W4 15r,3
Legal Description: Block Number: 11OL-0 Lot Number: 67/t*._JJA Zoning District:
Contractor: QU5PO NAP 0R0"-y%N'614T State License Number: G (9204-L3
._
Contractor's Address: (,O 069—S $Lu'P 5u Ar- t bTL ,.,jT t�-
Telephone: 41.�(6 '`ls13 Fax: zZ{6 -124,(-,
Describe proposed use and work to be done:
60 6a -rig 1)LAti11V1
Present use of land or building(s): L
Valuation of proposed construction: 'Uooco � �� L) P 17.
Is approval of Homeowner's Association or other private entity required? NO If yes, please submit with this
application.
Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees?
[YO. Applicant certifies that no change in site grade or fill material will be used on this project.
ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit.
❑ NO. Applicant certifies that no trees will be removed for this project.
YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree
Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.
Incomplete applications may result in delay in issuance of permit.
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please
contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre -construction or post -construction
topographical survey or grading plan is required. (If not required, written verification must be provided with this application.)
The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834
STEP 3. Submit Tree Removal Application if trees are to be removed or relocated.
STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if
owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic
Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247-5826
800 Seminole Road • Atlantic Beach, Florida 32233-5445
Telephone: (904) 247-5800 - Fax: (904) 247-5845 • http://www.ci.atiantic-beach.fl.us
Page 1 Revised 1/14/03
Applicant:
Address:_
Project:
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233-5445
TELEPHONE: (904) 247-5800
FAX: (904) 247-5805
SUNCOM: 852-5800
http://ci.atlantic-beach.R.us
PLAN REVIEW COMMENTS
Permit Application # 0:3
o Your application is approved
01rI
o Your permit application has been reviewed and the following items need
attention:
Please re -submit your application when these items have been completed.
Reviewed by
Signed Date,
Contractor Notified Date
PERMIT WORKSHEET
Job Address:
Property Owner:
Contractor:
Permit #:
Building Inspections:
Tree Permit #
Electrical Permit #
Certificate of occupancy��-6
Footing
Slab
Tie Beam
Lintel
Nailing / Sheathing
Framing / Cover Up
Insulation
Final Building
�r • 04
5 •v�l
Temp, Pole Permit #
035 Z ( `7 ��]
�
Temp. Power Letter Received:
Inspections: Rough Electric
Temp. Power
Temp. Pole
Final
Mechanical Permit # 1 03 -d 450 G Zf
YES
YES
NO
InA
Inspections:
Rough
Plumbing Permit #
t`j3 -IZ59 C)
Inspections:
Rough/ Underslab
Water / Sewer
Drainage Inspection:
�-
Pool Permit #
Inspections:
Steel
Grounding
Roofing Permit #
Inspections:
Nailing / Sheathing
Fire Inspection:
Failed Iwipections:
Type Work:
Phone #
Phone #
Date Issued:
Date / Copy to
JEA
�?-4-to - 9 59,3
I S -kg -03 I
Date / Copy to
JEA
Released to JEA
Released to JEA
Released to JEA
Released to JEA
Topout
Final C
Final
Final
Final
Date Paid:
Date Paid:
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH FL 32233
C E R T I F I C A T E O F O C C U P A N C Y
P E R M A N E N T
Issue Date
Parcel Number . . . . .
Property Address . . .
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . .
Owner . . . . . . .
Contractor . . . .
Application number
Description of Work
Construction type .
Occupancy type . . . .
Flood Zone . . . . . .
9/20/04
81 BEACH COTTAGE LN
ATLANTIC BEACH FL 32233
TO BE UPDATED
THE COTTAGES OF ATLANTIC BEACH
OCEAN BLVD DEVELOPMENT
904 246-9593
03-00025904 000 000
MULTI -FAMILY RESIDENCE
Approved . . . . . . . __Qcr C/
Building Official
VOID UNLESS SIGNED BY BUILDING OFFICIAL
Map Output
JAXGIS Property Information
335 325 315 305
-Sso
SA".=,4 s
350
83
340 334 320 310 300
1915 isi8
1911
%��
1947
Copyrig hi JC) 2002 C My of Jeclumenviik FI
69
2451
2049 2050 Z
169701 0000
2030 -t 2428
2025 20252025
2+025, 20.25
1974
20012003 2405 20
20097-007 2004
77 65 57 1970
a
RES ame
190{(
319 315
Acres
Get ook
i§
lone
1898 312
1898
030
1892 1893
1894
i
ii 1885
1886
Copyrig hi JC) 2002 C My of Jeclumenviik FI
69
2451
2049 2050 Z
169701 0000
2030 -t 2428
2025 20252025
2+025, 20.25
1974
20012003 2405 20
20097-007 2004
77 65 57 1970
a
RES ame
ddress
Vatae
Acres
Get ook
$nel
lone
dUse
ning
030
[&galDescripilons
93 09 -2S -29E .51
ICKLER
EACH AV
425
4TLANTIC
BEACH UNIT NO 3 PTO
1697010
DWARD II
.51
T 69-A(EX E 100FT),LOT 70-A
33
X
http://maps.coj.net/website/DuvalMaps/toolbar.asp 4/15/2003
D. Is exterior wall finish shown?
Yes ✓No
NIA
15.
Does bedroom open directly rub garage?
Ya No ✓NIA
E. Is interior wall finish shown?
Yes VNo
NIA
16.
Does the number of bedrooms shown on plans match the number
F. h minimum clearance between wood siding and finished
of bedrooms shown on the application?
Yes %A,
NIA
grade shown? (FBC 2304.2.5)
G. Are shear wall segments shown?
Yes ,/No
Yes ✓ No
N/A
NIA
17.
Is Designer's name and address shown on plans?
Yea t�o
N/A
A. Type of hold-downs shown?
Yes �/No
✓
NIA
18.
Do egress doors and lallings comply with FBC 1012.1.3
9.
Are ceiling heights shown? OW 1202.2)
Yes No
N/A
and FBC 1012.1.57
Yes `-No
N/A
10.
Are all hurricane anclwrage and hold-downs specified and labeled?
Yes -;�No
N/A
19.
Are habitable rooms shown with the minimum light and ventilation
FBC
U.
1s ceiling type shown, drywall thickness?
Yes No
N/A
requirements of 1203.1?
Yes -/No
N/A
12.
Roof Framing
✓No
20.
Are garage doors, windows and other openings shown as meeting
load for
✓Din
A. Are empmered mum shown?
Yes
N/A
wind requirements components and cladding per FBC 1606?
Yes
WA
B. Are conventional frame rafter used?
Yes No
N/A v'
21.
Does floor plan show fircplece?
Yes ArNo U
-N A
I. Rafter size shown?
Yes No
N/A w/
V
22.
Aro stair details shown?
Is
Ya o
NIA
2. Species of lumber shown?
Yes No
N/A
A. minimum stair width shown? (FBC Table 1004)
Ya o
No
N/A
3. Grade of lumber shown?
C. Type of roof shetng shown?
Yes No
Yes ✓No
N/A✓
NIA
B. Are tread and riser sizes shown? (FBC 1007.3)
C. Do spiral stairways comply with FBC 1007.8.2?
Ya
Yea
N/A
HVA n/
1. Thickness of roof sheeting shown?
Ya ✓ No
N/A
Are
D. Arequired landing shown? (FBC 1007.4)?
Yes
NIA
2. Grade of roof shelling shown?
Yes No
N/A
E. Is required headroom clearance shown? (FBC 1007.4)
Yes o
NIA
3. Nailing pattern of roof sheeting shown?
Yes ✓ No
N/A
23.
If floor plan shows mixed construction, are mixed
(FBC Table 2306.1)
Construction details shown? (May require engineering.)
Yes No
N/A ✓
D. Weight of Dry -In felt shown?
Yes No
NIA
24.
If required, are tenant sapartions shown?
Yes No
N/A V-
E. Type of roof cover shown?
Yes No
NIA
A. Duplex (FBC Table 704.1)
1. Attachment anphalt/fnbergless shingle shown?
✓No
B. Townhouse (FBC 704.4)
Abean
✓f10
(FBC 15073.7)
Yes
N/Aro
25.
all columns and ea shown for porches and hatsis?
Ya
N/A
2. Atlachment oftile roof shown?
Yes No
N/A
A. Are column type, size and anchorage shown?
Yes ✓^
N/A
(FBC 1507.3.7)
26.
B. Are beam type, sin, span and anchorage shown?
Are Huta! beam details
Yes �/ No
N/A
3. Other roof covering and attachments shown?
Yes No
Yes No
N/A
27.
all and shown?
Are details for butt
YesV- No
Yes No
N/A
NIA
F. Length of roof ovabatg shown?
G. Type of soffit and fascia shown?
V
Ya✓No
N/A
N/A
eagimeering povided glass?
H. Attic veotle6m shown?
Yes;^o
N/A
1. Location, type and thickness of {lashing shown?
VII. TrusslRafter Platt
OW 1503.2.1 and FBC 1507.3.9)
Yes
N/A
1.
Are engineered truss plans provided showing bads, uplifts and
J. Type and SEW of ave meld shown?
Ya o
NIA
required connections?
Yes ✓ No
N/A
2.
Are all halos, barns, girder and interior bearing walls shown?
Yes V-�ko
N/A
3.
Framed roof
VI. Floor
Plan.
A. Is rafter plan shown, including sin, spacing species,
1.
Does square footage on plan match square footage show on
grade of lumber, spm and connections?
Yes No
N/A ✓
applicators?
Ya
N/A
B. Is ceiling joist plan shown, including size, spacing,
2.
Are all room dimasios shown?
Yes o
,Ro
N/A
species, grade of lumber, span and connectins?
Yes No
N/A {/
3.
An all door and window sizes shown?
Yes o
N/A
C. Are collar tis shown, including size, spacing, species,
4.
Are all emergency egress openings shown?
Ya�NNo
NIA
grade of lumber ad connections?
Yes No
N/A l/
5.
Is required tempered glass shown at all hazardous locations?
D. Is ridge beam shown, including size, species and gwde
(FBC 2405.2)
Yeso
N/A
of lumber?
Yes No
NIA ✓
6.
Aro all vertical reinforcements shown?
Yes No
Ya ✓
N/A
N/A
4.
Is roof sheeting indicated, showing type, thickness and nailing
Yes
DVA
7.
8.
Are all shear wall segments shown?
Aro all hold-downs and hurricane sochorsges shown?
o
Yes V/ SIo
N/A
pattem?
V--9.
9.
is required attic access shins?
Ya No
N/A
10.
Are all plumbing fixture shown?
Yes V//,No
N/A
VIB. Floor
Framing.
11.
Are all electrical fixtures shown?
Yes V No
N/A
1.
is engineered floor truss plan provided, showing loads,
✓No
12.
Are all mechanical fixtures shown?
Yes V No
NIA
uplifts and connections?
Yes
N/A
A. Is air handler and condemor laxation shown?
Yes � o
NIA
2.
Is joist plan provided, showing size, spacing. span, specie,
H. Are exhaust fens shows?
Ya ✓ o
NIA
grade of lumber ad connections?
Ya "o
N/A
Are all smoke detectors shown? (FBC 903.2)
Yes rNo
NIA
3.
In floor sheeting indicated, showing type, thicknen and
14.
Dora one (1) bathroom on tlu fust habitable floor lave)
ailing patten?
Ya No
NIA
Have a 29" net clear door opening and handicap accessible
�
route? (FBC 11.11)
Yes V/ No
N/A
RESIDFENTIAL CHECKLIST FOR ONE & TWO FAMILY DWELLINGS
NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY
AND DETAIL - (FBC 1' 04.2.1)
PLANS EXAMINER:: _l n AL3 sl O DATE:
U94-3-16sr- l - r
OWNER:/066-6P,4jig JOB ADDRESS:
CONTRACTOR.6cCf,#.kJ %itcaPht! PHONENUMBER:
Survey:
1. Is a specific purpose survey submitted?
2 is correct Flood Tana shown?
3. An aabdag grade alevadcas shown for sowntres located
in an "A" or "V" zona?
4. On lots in multiple flood zones, aro flood rose lines indicated?
5. Is property in a flood way?
6. Is flood way be slaw?
Structure Code Compliance:
1. Are plans sealed by architax or eagioew?
A. Are structural calculations submitted?
2. Is correct wind speed shown? (FBC Figure )606)
3. Is exposure category down? (FBC 1606. 1.8)
4. L Importance Factor shows per FBC Table 1606?
5. Are pressures for wind loading on components and cladding
Shown per FBC 1606.2.5?
6. Aro prassrd for wind loading on components and cladding
Shown per FBC 1606.2.5?
7. Does structure meet requirements of FBC Table 500 for number of
stories and illowable area?
8. Does structure meet Fire Resistance Ratings of FBC Table 600
for structural elemou"?
9. Are plans designed per SSM 10-99?
A. Are all appropriate charts and tables shown?
B. Are all appropriate requirements circled or lughlighted?
to. Are pians designed per "Guide to Concrete Masonry Residential
Construction in High Wind Areas"?
A. Are all appropriate charts and tables shown?
B. Ata aB appropriate requirements circled or highlighted?
11. Ara plans designed per"WPPC Guide to Wood Construction in
High Wind Arae?
A. Are all appropriate charts and tabid shown?
B. Are all appropriate requirement circled or highlighted?
12. Are pians designed per "AF & PA Wood From Construction
Mamtal for One. and Two -Family Dwellings, High Wind Edition"?
A. Are all appropriate charts and tables shown?
B. Are all appropriate requirements etrcled or highlighted?
III. Enew Code lo(ormatim:
NIA
V. Typical
I.
1.
la the current energy code farm completed properly and signed;
NIA
Yes -./No
NIA
correct climate zone and correct jurisdiction? (FBC 13-600)
Yea '/No
N/A
2.
Does conditioned square feet arcs on plans match square feet
NIA
Colum pads and concentrated loads?
Yd V/No
shown on energy forms?
Yes ✓ No
N/A
3.
Is the "R" value between common walls shown?
Yes './No
N/A
Yd No
✓
(FBC 13-602.1.ABC.1.1)
3.
Are all elevation changes in slab shown?
4.
Is the "R" value for added insulation on exterior walk shown?
Yes ✓ No
N/A
5.
Is the "R" value for ceilings shown? (FBC 13-604.) ABC.1)
Yes .! No
N/A
6,
is the "R" value for raised Boas shown? (FBC 13-605)
Yes ✓ No
NIA
7.
Arc Energy Credits Claimed?
Yes ✓ No
N/A
DIVA
A. Attic Radiant Barrier Credit (FBC 13.607.I.AA)
Yes No
NIA ✓
N/A
B,White RoofCrcdit (FBC 13-601.1.A.5)
Yes No
NIA ✓
Yes ✓No
C. Programmable Thermostat (FBC 13-600.2.A.3.5)
Yd Nn
N/A
(CIRCLE)
NIA
V. Typical
I.
war SectioNbed
Is fmlabed grade shown?
Y a LAO
NIA
Yes -./No
NIA
IV Foundation Plan:
1. Are all footings shown, including interior bearing walk,
k minimum floor aevatim straw?
Yd o
Yes v' No
NIA
NIA
Colum pads and concentrated loads?
Yd V/No
NIA
N/A
2.
Are all locations of vertical raimfarceaneat and anchor bolts shown?
Yes ✓No
NIA
Yd No
✓
NIA
✓
3.
Are all elevation changes in slab shown?
Yes s/ No
N/A
Yes No •
NIA
4.
Is minimum concrete PSI shown?
Yea�/ jio
NIA
Yes No
Yes No
NIA .s
N/A ✓
S.
Is dab reinforcement shown?
Yes No
No
NIA
NIAru%
NIA
Yd No
DIVA
A. wire „fir an and gauge?
Yes
Yes V
Yes ✓o �
N/A
YesYes ✓NO
No
MA I
N/A
B. Fbermdh minforcmoent?
Yes ✓No
NIA
N/A
6.
Is vapor barrier, minimum 6 mil. shown? (FBC 1909.2)
Yes V� N,,o"
N/A
N/A
N/A ✓
Yd No
7.
Is minimum slab on grade dkJmt s shown? (FBC 1909.1)
Yes V ""
NIA
Yd ✓ No
N/A
V
8.
Is type of soil treatment fortermites dawn? (FBC 1816)
Yes t /No
NIA
Yes V No
A
9.
Do pians show concrete footings have a specified compressive
wood from Cmsbuctiam
Yes ✓
Yes ✓ No
W
NIA
N/A✓
Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes b�
NIA
Yes..,- No
A
t0.
If pie foundation shown, is Sealed Soils Repan submittal?
C. Are nailing regal omenta (sits and spacing) shown?
Yes ✓ No
N/A
Yes No
(FBC 1805.1)
Yes VNo
N/A
Yes VN. N/A
Yes /No
NIA
V. Typical
I.
war SectioNbed
Is fmlabed grade shown?
Y a LAO
NIA
/
2.
k minimum floor aevatim straw?
Yd o
N/A
'
Yd ✓ No
NIA
A. Minimum 8" shove adjacent grade?
Yd
N/A
B. Flood protection elevation?
Yea y/No
NIA
Yd No
Yes
NIA
C. One flood elevation?
Yes No
NIA
No
NIA
3,
k minimum footing depth li ne" finished suede shown?
Yes ✓Flo
NIA
Yes No
Yes No
NIA V
N/A
(FISC 1804.1.3)
/
No
NIA
Yd No
DIVA
4.
5.
Are alb footing aim shown?
Are all horizontal reinforcements drown?
Yes V
Yes ✓o �
N/A
YesYes ✓NO
No
MA I
N/A
6.
7
Is vertical reinforcement shown?
Ale
Yes s/ No
V
N/A
exterior wall finish down?
Yes No
Yes No
N/A
N/A ✓
Yd No
NIA v
B. Is interior Nmring slaw?
C. k exterior Wali nsulahoon shown?
Yes No
NIA
Yes No
NIA
D. Is exterior wall finish drown?
Yes Vf 10
N/A
Yes No
N/A �/
8.
wood from Cmsbuctiam
Yes ✓
N/A
Ya No
N/A✓
A. is sod sixes, spacing, grade and hunber species shown?
B. Is exterior sheathing (type and thicinm) Showa?
o
Yes
NIA
Yd No
N/A ✓
✓
C. Are nailing regal omenta (sits and spacing) shown?
Yes No
NIA
Yes No
NIA
(FBC Table 2306.1)
WATER IMPACT FEE WORKSHEET
ADDRESS: ; 0 3 Z .S"; -Of/ soe't go — — A UN t
FIXTURE TYPE
DRAINAGE
FIXTURE UNIT
VALUE AS LOAD
FIXTURES
UNITS
Automatic clothes washers, commercial
3
Automatic clothes washers, residential
2
2
L{
Bathroom group consisting of water closet, lavatory,
Bidet, and bathtub or shower
6
Bathtub (with or without overhead shower or whirlpool
attachments)
2
1
Bidet
2
Combination sink and tray
2
Dental lavatory
1
Dishwashing machine, domestic
2
Z—
Drinking fountain/lcemaker
Y2
• S�
Floor drains
2
Hose bib
1
Z"
Kitchen sink, domestic
2
Kitchen sink, domestic with food waste grinder and/or
dishwasher
2
Laundry tray (1 or 2 compartments)
2
Lavatory
1
I
Shower compartment, domestic
2
Sink '
2
Urinal
4
Urinal, l gallon per flush or less+
2
Wash sink (circular or multiple) each set of faucets
2
Water closet, flushometer tank, public or private
4
Water closet, private installation
4
Water closet, public installation
6
TOTAL NUMBER OF UNITS=
3 7.
TIPLIED X 20
TOTAL $ O
EXISTING 100A, 3PH./4 WIRE
120/240 VT. ELECTRICAL
.... ........ n►►iri
ELECTRICAL PLAN
SCALE: 1/4' • 1'-0' PLAN NORTH
LEGEND AND PLAN NOTES
Q E! EXISTING 2' X 4' ACRYLIC LENS FLUORESCENT LIGHT FIXTURE
rw EXISTING INCANDESCENT, DOWN LIGHT FIXTURE
EXISTING RECEPTACLE TO REMAIN
> EXISTING TELEPHONE/DATA RECEPTACLE TO REMAIN
a� EXISTING SWITCH TO REMAIN
4119 EXISTING EMERGENCY LIGHT TO REMN
(01 NEW INCANDESCENT DOWN LIGHT, MATCH EXISTING
NEW DUPLEX RECEPTACLE
NEW TELEPHONE & DATA RECEPTACLE
NEW SWITCH
PLAN NOTES
Q PROVIDE NEW 3 --WAY SWITCH AND LIGHTING CIRCUIT, VERIFY CAPACITY.
Q PROVIDE NEW SINGLE SWITCH AND LIGHTING CIRCUIT, VERIFY CAPACITY.
PROVIDE NEW DUPLEX RECEPTACLE, CONNECT TO EXISTING CIRCUIT WHERE PERMISSABLE,
ADD NEW CIRCUIT WHERE REQUIRED.
Q PROVIDE NEW TELEPHONE AND DATA RECEPTACLE, CONNECT TO EXISTING TEL./DATA
BOARD, VERIFY CAPACITY,
Q PROVIDE NEW QUAD RECEPTACLE WITH DEDICATED CIRCUIT.
ELECTRICAL N
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2002 NATIONAL ELECTRIC
CODE (NEC) AND LOCAL CODES APPLICABLE TO THIS TYPE OF INSTALLATION.
2. ALL WIRING TO BE THWN SOLID COPPER, CONDUIT SHALL BE RIGID PVC.
3. NEUTRAL WIRES SHALL BE SIZED IDENTICALLY WITH PHASE CONDUCTORS, UNLESS OTHERWISE
IDENTIFIED IN THIS PLAN.
4_ ALL CONDUCTORS SHALL BE J12 AWG UNLESS OTHERWISE INDICATED IN THIS DRAWING
OR PANEL SCHEDULES.
5. ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL BE RUN WITH A #12 GREEN WIRE UNLESS
OTHERWISE INDICATED, ALL OTHER BRANCH CIRCUITS SHALL INCLUDE A GROUND SIZED PER
NEC REQUIREMENTS.
6. UNLESS OTHERWISE SPECIFIED, MOUNT LIGHTING SWITCHES 48" AND RECEPTACLES 18" AFF.
LIGHTING SWITCHES AND RECEPTACLES MAY BE FIELD LOCATED TO ACCOMODATE SERVICE TO
DEDICATED EQUIPMENT UPON OWNER APPROVAL
7. CONTRACTOR SHALL FIELD VERIFY THE EXISTING FIELD CONDITIONS TO VERIFY THAT CAPACITY
EXISTS FOR NEW LIGHTING AND POWER CIRCUITS AS REQUIRED BY THE NEW INTERIOR LAY --OUT
PRIOR TO BID.
REVISIONS
NO.
DATE
NOTES
y>A .Y E. DUKE, _A.I.A.
HITECT
==18071 UNIVEOSITlf ..BOULEVARD
ti JACKSONVI LE,
FLbRkDA 3221 ::..
(90;4)
if FL. LIO. # AR ,00.M
Lu
u
LL ....,
ce
LL LL
Q Q
..0
O
LL
LL.
L/1 �
V
o Lij
W
Lu ----�
>
0
W(
rn .M.J
w
j
u Z
U
F_ 0
0-LILL
O
z (fj
�hL
uj0
Liu
Y `;a
NOT RELEASED FOR CONSTRUCTION
DATE: 23 APRIL, 1999
ELECTRICAL PLAN
DRAWN BY: AIH
CHECKED BY: T®
PROJECT NO.
9903
SHEET
E.�..l
1 OF
1 SHEET
3
F491
EXISTING FLOOR PLAN SUITE 012"
SCALE: I/4 - r -a
�•---�� X3/4" X 6 518• WOOD CAP
)OD CASING
454 3/4 X 2
CORNER MOULD
w GWB.-
2X4
2X4STUD
3 fix' X 3 Mr X 3116 STL. ANGLE - PRIME=D
IT GAB.
R- 1 1 BATT INSUL
A PLAN DETAIL
A-1 SCALE: 3/4• • 17-9
2X4STUD
WELD STL. ANGLE TO 3 lit"
STL PLATE -PRIMED
112• G WB.
ANCHOR PLATE TO CONQ S
3 112• EXPANSION ANCI4QRE
`BBASE PLAN DETAIL
A 1 SCALL=: 3/4' - Pa
5 IT X 3/4' WOOD TRIM
PAINT TO MATCH WALL
V02X4
TYPICAL WALL SECTION TYPE 'A' G SECTION
SCALE: 31V - r -V L SCALE: 3/4• w f -V
Ery► fq
LEGEND:
FAUCETS w/ .00M TO REMAIN. BOTTLE WATER COOLER
3[S1�R FIXTURES. 4-I1' 14-8 t12' _ EXISTING ONE+IOUR RATED DEMISING WALL.
TO DECK
CONTRACTOR TO VERIFY AND MAINTAIN
® INTEGRITY OF UL DESIGN NUMBER U419.
ROTATE PHONE BOARD 90 TO EXISTING WALLS TO REMAIN
�Y
CONSEAi. VIEW FROM CORRIDOR?, A
TOILET Q
Ill" GAB. EA. SIDE 3 518" MTL STUDS
ji FIRE EXTINGUISHER 24. OCL TO 5-a AFF. W/ WD, CAP AND CASING.
SEE SECTION UA L
1/2' G.W.B. EA SIDE 3 5/8' MTL STUDS
tp A r-�� a O,G, TO CEILING. SEE SECTION 2/A L
TYPICAL WALL SECTION TYPE 'B`
SCALE: 314" - Y-0'
FLOOR PLAN SU I TE "3'
SCALE: 1/4• - r -a BUILT UP ROOF OVER
RIGID INSULATION
EXISTING
ACOUSTICAL CEILING
I HR. DEMISING WALL
EXISITNG 1+IR, FIRE RATED G.W.R.=. PARTITION WITH ONTO DECK UL U-419
LAYER 518" TYPE= 7C GWB. BOTH SIDES OF MTL STUDS
AT 24 O.Q VERIFY CONSTRUCTION TO MEET REQUIRME NTS
OF LLL. DESIGN U419 IN FIELD. EXIS ITNG CONCRETE SLAB
MAINTAIN INTEGRETY OF 1448 RATING AT ALL INTERSECTING
PARTITIONS TYPICAL.
METAL STUDS 24• O.C.
F URR WALL CABS. EVEN WITH
FACE OF PAPER SLOTS
PLAN DETAIL A COMPUTER
Q 1 SCAL1=: 1' - P A"l U4" • r -a .._
BUILDING SECTION
NOTES: FOR INFORMATIONAL PURPOSES ONLY
4 NEW PHONE OUTLET. CONNECT TO EXISTING CIRCUIT,
0 NEW 110 V DUPLEX RECEPTACLE. CONNECT TO EXISTING CIRCUIT.
DEMOLITION NOTES I-
L
L REMOVE ALL EXISTING CONSTRUCTION AS REWIRED FOR
NEW CONSTRUCTION. COORDINATE WITH OWNER,
I PATCH AND R.EPAIR ALL WALLS, ROM COVERING, BASE,
CEILING AND RELATED FINISHES ADJACENT TO ARI=AS OF
DEMOLITION. WHERE DEMOLITION AFFECTED TWE E=XISTING FINISHES.
3. CONTRACTORS SHALL COORDINATE THE SEGUENC E FOR DEMOLITION AND THE
LOCATION OF ON SITE STORAGES AREAS FOR EXISTING ITEMS TO BE REUSED, AND
PROVIDE THE OWNERS W. WITH COPIES OF DEMOLITION INVENTORY.
4. THE GENERAL COMTOR SHALL COORDINATE WITH THE WCHAN I CAI..
ELECTRICAL, PLUMBING. AND FIRE PROTECTION ENGINEERING DRAWINGS
FOR ADDITIONAL. DEMOLITION REQUIRED FOR FUTURE TENANT IMPROVEMENTS.
5► REMOVE ALL CONSTRUCTION SHOWN ON THE DRAWINGS AS EXISTING
TO BE REMOVED, INCLUDING, BUT NOT LIMITED TO: PARTITIONS,
(INCLUDING ELEMENTS OCCURING ABOVE THE FINISHED CE:ILINGSI
HANGERS, STRAPS AND OTHER ACCESSORY OBJECTS CONNECTED WITH
THE ITEMS BEING REMOVED.
6, THE DISCONNECT OF ALL ELECTRICAL DEVICES REMOVED SHALL BE AT THE
SUPPLY JUNCTION BOX OUTLETS AND SWITCHES SHALL BE STORED ON SITE
FOP, REUSE: V+MERE FEASIBLE.
7. WHERE CARPET AND PAD IS BEING REMOVED, THE MECHANICAL ATTACHMENT
TO THE CONCRETE FLOOR SHALL ALSO BE REMOVED. EXISTING BASE TO REMAIN.
a WHERE GLUES DOWN CARPET. RESILIENT FLOOR, OR OTHER GLUED FLOORING
INSTALLATION IS REMOVED, REMOVE ALL ADHESIVE= TO LEAVE FLOOR WITH
A SMOOTH LEVE=L FINISH.
9, ALL. EXISTING BASE SHIALL BE REMOVED, AND WALLS, IF TO REMAIN, SHALL BE
REPAIRED 80 AS TO CREATE A SMOOTH SURFACE: READY TO RECEIVE NEW BASE,
10, GENERAL CONTRACTOR IS TO EXPLORES SITE AND BUILDING AES NOTIFY ARCHITECT OF
ANY POSSIBLE PROBLEMS OR DRAWING EXCLUSIONS PRIOR TO COMIMENCING WITH PROJE=CT,
FINISH NOTES SUITE "3"
1. PAINT ALL WALLS 1N OFFICE EXCEPT VINYL WALLCOVERING IN CONFE=RENCE ROOMS.
2 CARPET TWROUG1 TOUT OIFICE EXCEPT TOILET RMS. E=XISTING TO REMAIN.
3. CLEAN AND UFURBISH USTING TOILET ROOM AND FIXTURES.
,C PROVIDE WOOD BASE (TYPICAL) ALL FINIS14ES TO BE BUILDING STANDARD.
5, WOOD BASEBOARDS TO REMAIN - REPAINT.
MILLWORK NOTES :
L PROVIDE UNDERCOUNTER BRACKETS AS REQUIRED To SECURELY BRACE ALL COUNTE=RTOPS.
I DIMIENSIONS SHOWN ARE FOR DESIGN INTENT ONLY, FIELD VERIFY EXISTING CONDITIONS
PRIOR TO CONSTRUCTION.
3 PROVIDE PLASTIC: LAMINATE FINISH TO MATCH EXISTING MILLWORK RELOCATED FROM SUITE '12".
91-9 NERIFY)
B WORK S TAT I ON
A l U4' - 1'_''
QQ
DOOR SCHEDULE
4070 LOUVERED WOOD BIFOLD DOOR TYPE 'A'
�®• (:i). Q
EXISTING DOORS TO REMAIN
LOUVERED WD,
--- B I FOLD
DOOR TYPE
NOTE: REMOVE EXISTING HARDWARE AND REPLACE WITH
COMMERCIAL GRADE: LEVER -TYPE ACCESSIBLE HARDWARE CN All DOORS.
AREA OF CONSTRUCTION
MT+ 14 EXIT \ +EXIT
EXIT + EXIT+
U119Bulic IT
KEY PLAN / LIFE S AFTE Y PLAN
REVISIONS
NO. DATE I NOTES
?: A l E. DUKE,
A.I.A.
_-
�M:
Y
zt:
:..:..........�_. , . HITECT
A:.:
LOUVERED WD,
--- B I FOLD
DOOR TYPE
NOTE: REMOVE EXISTING HARDWARE AND REPLACE WITH
COMMERCIAL GRADE: LEVER -TYPE ACCESSIBLE HARDWARE CN All DOORS.
AREA OF CONSTRUCTION
MT+ 14 EXIT \ +EXIT
EXIT + EXIT+
U119Bulic IT
KEY PLAN / LIFE S AFTE Y PLAN
REVISIONS
NO. DATE I NOTES
?: A l E. DUKE,
A.I.A.
_-
:..:..........�_. , . HITECT
,k
-_ 807 UNIVEOSITY-.BOULEVARD S
'= JACKSONVILLE, FLORIDA 322
,. (90r) 721-0434
-FL. LIC. # AR:.4G..� .
W
u
U.,. C)
Ll.. ry
O O
J
m U.
w
w
r
V z
�--- O
Z v)
V
RELEASED FOR CONSTRUCTION
1 DATE: 10 SEPTEMBER, 2002 J
FLOOR PLAN,
WALL SECTIONS
DEMO NOTES
DRAWN BY: CLW CHECKED BY: TED
PROJECT NO. 6002
SHEET
A- 2
OF 2 A SHEETS
3 4,_5
gg
• CJ
RELEASED FOR CONSTRUCTION
1 DATE: 10 SEPTEMBER, 2002 J
FLOOR PLAN,
WALL SECTIONS
DEMO NOTES
DRAWN BY: CLW CHECKED BY: TED
PROJECT NO. 6002
SHEET
A- 2
OF 2 A SHEETS
3 4,_5
ABBREVI
[ ONS
NOTE: ClA BRE- WITH ARCHITECT ALL
ABC�I2I+VIATIaN5 NOT LISTED.
AS.
ANCHOR BOLT
ELEV.
ELEVATION
I.D.
INSIDE DIAMETER
R.
RISER
ACT
ACOUSTICAL CEILING TILE
EMER
EMERGENCY
INSUL
INSULATION
R.D.
ROOF DRAIN
AFF
ABOVE FINISHED FLOOR
ENCL.
ENCLOSURE
INT.
INTERIOR
RIE
REFER TO ..
AGGR
AGGREGATE
m
EQUAL
CONFLICTS SHALL BE RESOLVED PRIOR TO RE INSTALLATION OF ANY WORK
GLASS WALLS AND DOOR ASS9 BLIES AND ALL OTHER ITEMS AS RIE{UU.tIREJ IN THE
REFR
REFRIGERATOR
AL
ALUMINUM
EQUIP.
ECU IPMENT
JAN.
JANITOR
REINF.
REINFORCED
ALT,
ALTERNATE
E.N.
EACH WAY
JNT
JOINT
REt)'D.
UQUIRED
APPROX.
APPROXIMATE
E.WC
ELECTRIC WATER COOLER
JST
JOIST
RM
ROOM
ARCH.
ARCHITECTURAL
EXP.
EXPANSION
BUILDING CODES AND REQUIREM>I:NTS.
25. CONTRACTOR Si -TALL RM TO PARTITION TYPES FOR ACTUAL WALL THICKNESS,
R0
ROUGH OPENING
REWIRED BY THE LOCAs. AUTHORITIES DURING Tt-E COURSE OF THE WORK THE
BLOCKING AS REQUIRED TO SUPPORT ANY WALL44OUNTED FIXTURES. SHELVING. COUNTER
EXT.
EXTERIOR
KIT.
KI TCHE N
AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK
BD.
BOARD
& ALL CONTRACTORS SHAD. PROVIDE AM MAINTAIN PROPER AND SAFE WORKING
CONDITIONS AT ALL TIMES INC2.UDING BUT NOT LIMITED TO APPROPREATE TOOLS,
2& DIMENSIONS NOTED '+P ARE THE ONLY DIMENSIONS ADJUSTABLE WITHOUT APPROVAL
S
SOUTH
BLDG.
BUILDING
FA
FIRE ALARM
LAB.
LABORATORY
SG,
SOLID CORE
BLK
BLOCK
F.D.
FLOOR DRAIN
LAM.
LAMINATE
SCHED.
SCHEDULE
BLKG.
BLOCKING
FD.0
FIRE DEPARTMENT CONNECTION
LAV.
LAVATORY
SECT.
SECTION
BM.
BEAM
EDN.
FOUNDATION
LT.
LIGHT
SF.
SQUARE FOOT
BOT
BOTTOM
FE.
FIRE EXTINGUISHER
TIME WITHOUT APPIROVED CONTRACT DOCUMENTS.
SHT.
SHEET
BTYK
BETWEEN
FEZ
FIRE EXTINGUISHER CABINET
MAX.
MAXIMUM
SIM.
SIMILAR
BURL
BUILT UP ROOFING
FF.
FINSH FLOOR
MECK
MECHANICAL
SPEC
SPECIFICATION
B.W.
BOTH WAYS
F14C
FIRE HOSE CABINET
MEMB.
MEMBRANE
SOL OR
SQUARE
FIN.
FINISH
MFR
MANUFACTURER
S.S.
STAINLESS STEELC.J.
CONTROL JT.
FL.
ROW LINE
MH.
MANHOLE
STAGG.
STAGGERED
CLC.
CEILING
FLR.
FLOOR
MIN.
MINIMUM
STD.
STANDARD
CLKG.
CAULKING
FLUOR.
FLUORESCENT
MISC
MISCELI ANECUS
STIFF
STIFFENER
CUR,
CLEAR
FIND.
FOUNDATION
M.O.
MASONRY OPENING
STL
STEEL
CMLl.
CONCRETE MASONRY UNIT
ROB.
FACE OF BRICK
MTL
METAL
STRUC.
STRUCTURAL
COL
COLUMN
FD.0.
FACE OF CONCRETE
MUL
MULLION
SUSP.
SUSPENDED
CONK
CONCRETE
FS.
HULL SIZE
CONN.
CONNECTION
FT.
FOOT OR FEET
N
NORTH
TR
TREAD
CCX+USTR
CONSTRUCTION
FTG.
FOOTING
N.I.C.
NOT IN CONTRACT
T t B
TOP AND BOTTOM
CONT.
CONTINUOUS
FUM
FURRING
NO.
NUMBER
'TER,
TERRAZZO
CT.
CERAMIC TILE
NOM,
NOMINAL
T t G
TONGUE I GROOVE
GA
GAUGE
NOT TO SCALE
TMC.
K
THIO
DEG.
DEGREE
GAL -v.
V.
GALVINIZED
T! /
TOP OF
DETJDTL
DETAIL
G.C.
GENERAL CONTRACTOR
T
TYPICAL
DF.
DRINKING FOUNTAIN
GL
GLASS
OG
ON CENTER
DIAD.
DIAGONAL
GR,
GRADE
O.D.
OUTSIDE DIAMETER
T.O.W.
TOP OF WALL
DIA.
DIAMETER
GYP.
GYPSUM
OR
OVERHEAD
TALC
TOP OF CONCRETE
DN.
DOWN
GYP. 9D.
GYPSUM BOARD
OPG.
OPENING
T.O.S.
TOP OF STEEL
DS.
DOWNSPOUT
G.W.B.
GYPSUM WALL BOARD
DPP.
OPPOSITE
U1NA
UNLESS NOTED OTHERWISE
DWG.
DRAWING
HB.
HOSE BIBB
PCT.
PRE -CAST
VCT
VINYL COMIPOSTION TILE
E
EAST
N.C.
HOLLOW CORE
PL
PROPERTY LINE
VER
W RIFY
(E)
EXISTING
W/C
HANDICAPPED
PLAN.
PLASTIC LAMINATE
VERT
VERTICAL
EA.
EACH
HDWD.
HARDWOOD
PLAS.
PLASTER
E.J.
EXPANSION JOINT
HDWE.
HARDWARE
PLYWD.
PLYWOOD
W
WEST
E.IFS.
EXTERIOR INSULATION AND
HM
HOLLOW METAL
PR.
PAIR
W!
WITH
FINISH SYSTEM
HR
HOUR
W.C.
WATER CLOSET
EL ELEV.
ELEVATION
QT.
QUARRY TILE
WD,
WOOD
Rea
ELECTRICAL
NYAC
HEATING. VENTILATION ARID
W!0
WITHOUT
AIR CONDITIONING
(
CENTERLINE
R
PLATE
GENERAL NOTES :
L ALL CONTRACTORS SHALL FULLY INVESTIGATE TUB JOB SITE TO COMPARE THE
16. CONTRACTOR SHAH. INCLUDE IN 910 THE REMOVAL OF DEBRIS AND CLEANING AFTER
CONTRACT DOCUMENTS AND EXISTING CONDITIONS RELATING TO CONSTRUCTION OF
ALL FINISH TRADES.
NEW WORK AND LABOR, 714E CONTRACTOR SHALL INCLUDE COST FOR ALL WORK
17. CONTRACTOR TO PREPARE ALL FLOORS FOR NEW FLOOR FINISHES AS INDICATED ON PLAN.
DESCRIBED IN TUE CONTRACT DOCUMENTS AND REQUIRI-D OR IMPUED BY EXISTING
CONDITION5. THE SL94ISSION OF A PRWAL SHALL BE CONSTRUED AS EVIDENCE
I& VERIFY ALL DIMENSIONS IN THE FIFA. DO NOT SCALE DRAWINGS: DIMENSIONS
THAT SUCH AN EXAMINATION HAS BEN MADE. AND LATER CLAIM FOR LABOR.
GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS.
EQUIPMENT OR MATERIAL REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, W41CH
WOULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED.
19 SWMIT FOR ARCHITECT AID OMS REVIEW no CONSIDEftATICN ALL BUILDING
SAMPLES. PRODUCT LITERATURE AND OW PERTINENT DATA OF ANY PROPOSED
Z WCONTRACTORS SHALL VERIFY ALL DIMEMIONS AND SHALL NOTIFY THE ARCHITECT OF
SUBSTITUTICNNS.
ANY CONFLICTS BETWEEN TIME CONSTRUCTICN PLS AND EXISTING CONDITIONS. W
CONIRACTOR SHALL ALSO NOTIFY THE ARCHITECT OF ANY OMISSION OR CONFLICT IN THE
20. SUBMIT FOR ARC»ITECTS REVIEW PRIOR TO FABRICATION OR PURCHASE. SHOP
DRAWINGS AND ANY MIRICTIONS REBATED TO THE EXECUTION OF W WORK ALL
DRAWINGS, OR SAMPLES FOR ALL MILLWORK CUSTOM METAL WORK INCLUDING CABINETRY,
CONFLICTS SHALL BE RESOLVED PRIOR TO RE INSTALLATION OF ANY WORK
GLASS WALLS AND DOOR ASS9 BLIES AND ALL OTHER ITEMS AS RIE{UU.tIREJ IN THE
CONTRACT DOCUMENTS.
3 THE CONTRACTORS SHALL THOROUGHLY REVIEW TI4E EXISTING CONDITIONS TO IDENTIFY
THE IMPACT ON ANY EXISTING FUNCTION, AND SHALL COORDINATE HIS WORK SCHEDULES
PRIOR TO OW4EM51ENT OF NEW WORK WITH ARCHITECT AND OWNER.
2L CONTRACTOR SHALL DO ALL CU1TEtdG, FITTING AND PATCHING WORK THAT MAY BE
REQUIRED TO MAKE ALL PARTS OF THE PROJECT COME TOGETHER PROPERLY.
4. THE CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER,
TRUCTION ME". TECI�II�. SE(1UHNCES AND PROCE lARES ANC? FOR
22. PROVIDE AND INSTALL ALL PARTITION DOORS AMBUCKS DESIGNATED ON DRAWINGS,ALU.
COORDINATING ALL PORTIONS OF THE WORK REQUIRED BY THE CONTRACT DOCUMENTS,
23. PROVIDE SUFFICIENT FRAMING FCR ALL WALL OPENINGS REQUIRED BY DUCTWORK AND
i UNLESS SPECIFICALLY N07® TO THE CONTRARY, ALL NEW WORK IS IN CONTRACT.
RETURN AIR, BOTH ABOVE AND BELLOW HUNG CEILING. THESE ARE TO BE COORDINATED
CONTRACTORS SHALL FURNISH ALL LABOR MATERIALS, EQUIPMENT AND SERVICES
WITH HVAC ALTERATION DRAWINGS.
WCESSARY TO OOMPLETE THE PROJECT OUTLINED ON THIS SET OF PLANS OR REASONABLY
INFERABLE FROM T1 -EEM.
24 ALL PARTITIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MANUFACTURER'S
CATIONS FOR DEFLECTIONS NOT TO EXCEED 040 OF Tt-IE SPAN.
66 DIE CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE FOAL. STATE AND LOCAL
BUILDING CODES AND REQUIREM>I:NTS.
25. CONTRACTOR Si -TALL RM TO PARTITION TYPES FOR ACTUAL WALL THICKNESS,
I. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS
26. THE CONTRACTOR SHALL PROVIDE AND INSTALL NONCOMBUSTIBLE BRACING AND
REWIRED BY THE LOCAs. AUTHORITIES DURING Tt-E COURSE OF THE WORK THE
BLOCKING AS REQUIRED TO SUPPORT ANY WALL44OUNTED FIXTURES. SHELVING. COUNTER
CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY VARIANCE WITH CODES IN FORCE. THE
TOPS, CABINETS, ETC. ALL WOOD BLOCKING OR BRACING SHALL BE PRESSURE TREATED,
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC
FIRE RETARDANT.
AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK
27. ALL DIMENSIONS SHOWN ARE FACE OF STUD OR MASONRY, UNLESS OTW RWISE NOTED,
& ALL CONTRACTORS SHAD. PROVIDE AM MAINTAIN PROPER AND SAFE WORKING
CONDITIONS AT ALL TIMES INC2.UDING BUT NOT LIMITED TO APPROPREATE TOOLS,
2& DIMENSIONS NOTED '+P ARE THE ONLY DIMENSIONS ADJUSTABLE WITHOUT APPROVAL
EQUIPMENT. SCAFFOLDING, SHORING. ETC
OF THE ARCHITECT.
9 NO SUBSTITUTION OF MATERIALS AND/OR CONSTRUCTION ITEMS SPECIFIED WILL BE
29. TUE CONTRACTOR, SHALL PROVIDE AND INSTALL FIRE= EXTINGUISHERS AS INDICATED ON
ALLOWE=D WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECTAND OWNER,
T14E DRAWINGS. ALL GENERAL. PURPOSE FIRE EXTINGUISHERS OV SHALL. BE PORTABLE,
10. SUSSTITUTIONS WILL BE ALLOWED WHEN THE SPECIFIED ITEM CANNOT BE OBTAENE33
TYPE =- 209-0 FIRE EXTINGUISHERS. ALL EXTINGUISHERS SHALL BE SURFACE (MOUNTED
WITHIN THE CONTRACT TIME. SPECIFIED ITEM ARE TO BE USED AS A GUIDELINE FOR
AT A HF-IGHT OF 42' ABOVE: THE FINISINED FLOOR X1`OP CF E:XTINGUISH5RI
DESIGN. SAMPIlwS ARE T4 BE SUBMITTED TO THE: ARCHITECT FOR APPROVAL BEFORE
3Q SPRINgL'R SYSTEM TO BE REVISE? FCR NEW TaW IMPROOM APPLICABLE
SUBSTITUTION.
3L ALL BUILDING COMPONENTS BELONG TO THE LANDLORD. VERIFY WITH
1L EXTRA OASTS: THE OWNERS WRITTEN) AUTHORIZATION MUST BE OBTAINED? PRIOR TO
LANDLORD FOR STORAGE LOCATIONS.
THE ORDWING OF ANY MATERIALS. CONTRACTS. OR THE EXECUTION OF ANY WORK IN
EXCESS OF ORIGINAL. CONTRACT
32. CONTRACTOR SHALL INSPECT EXISTING 14R DEMISING WALL FOR ALL P5MTTRATIONS
AND SEALS. RETRO FIT ANY PENETRATIONS NOT CONFORMING TO UL LISTINGS.
12 ALL ADJACENT WORK SHALL BE PROTECTED FROM DAMAGE CAUSED BY T1416 WORK ANY
RECURRENT DAMAGE IS TUE FINANCIAL. RESPONSIBILITY OF THE CONTRACTOR,
33, CONTRACTOR SHALL CONTROL NOISE PRODUCING ITEMS (STEREOS) AT ALL TIIOES,
13. TI -E CONTRACTOR SHALL IZEP THE PROJECT SITE REASONABLY CLEAN AND FREE FROM
34. ALL WORK AND MATERIALS USED TO ACCOMPLISH DESIGNATED WORK
HAZARDS AT ALL TIMES. ALL EXISTING EGRESS REQUIRRIE1NTS ARE TO PE MAINTAINS?,
SHALL BE COORDINAIErD WITH CONTRACTOR TENANT F9PRfSENTATIVE
RE OMA= SHALL REMOVE ALL TRASH AND DEBRIS, BROOM CLEAN THE? ENTIRE
MEN APPLICABLE) AND BUILDING OWNER REPRESENTATIVE WITH
PROJECT AREA AND LEAVE THE SITE IN A REASONABLY CLEAN CONDITION DAILY, IN THE
RESPECT TO DELIVERY AND STORAGE.
JUDGMENT OF TFC BUILDING MANAGEMENT.
35, CONTRACTOR SHALL PE1 NO PORTION OF THE WORK AT ANY
TIME WITHOUT APPIROVED CONTRACT DOCUMENTS.
14 TWO (D WEEKS PRIOR TO COMPLETION. It CONTRACTOR SHALL NOTIFY THE ARCHITECT
AND OWNER TO COMPLETE A PUNCH LIST OF CORRECTIONS.
36. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL MCHITECTUOL.
MECHANICAL TEEEPHOE. ELECTRICAL (IN=ING LIGHRNG) AND
a ALL WORK SHALL COMPLY WITH GOOD TRADE PRACTICE. REGULATIONS OF THE CITY,
MWINNG SO TO ENSURE THAT (REQ AAD CLEARANCES FOR INSTALLATION
STATE AND FEDERAL GOVERINMT AGENCIES HAVING JURISDICTION.
AND MMAINTe"M OF ALL EQUIPMENT AIf PROVIDED.
37. THIS SET OF DRAWINGS SHALL NOT BE COPIED IN WHOLE OR IN PART WITHOUT
PRIOR WRITTEN CONSENT FROM ARCHITECT.
386 THIS SET OF DOCUMENTS ARE CONSIDEM AS ONE UNIT AND SHALL NOT BE
CONSIDERED COMPLETE OR WHOLE IF DOCJeM ARE SEPARATED IN ANY MANNER
DOCUMENTS SHALL NOT BE SEPARATE FOR THE PURPOSES CF SUBMITTING A BID
PROPOSAL OR FOR THE SEPARATE PHASE OF ANY CONSTRUCTION.
39 THESE DOCUMENTS ARE ROARED FOR THE USE OF THE GEIVM CONTRACTOR AND
HIS SUBCONTRACTORS AND IN NO WAY, EITHER IN WHOLE OR IN PART
CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD
TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES. UES. ARCHITECT DOES NOT
INTEW TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND
WHATSOEVE3R AS M THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE
ACCOMPLISHED,
40; NOTICE OF DUTY OF COOPERATION: ACCEPTANCE OF THESE DRAWINGS AND
SPECIFICATIONS CONSTITUTES AN AWEEMENT FOR FUTURE COOPERATION BETWEEN
THE GENERAL CONTRACTOR AND DESIGN CONCEPTS. AL114WGH ARMTECT
AND ITS CONSULTANTS HAVE PERFORMED THEIR SERVICES WITH DUE CARE AND
DILIGENCE. THEY CANNOT GUARANTY PERFECTION. ANY AMBIGUITY OR
DISCRWANCY IN THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE
REPORTED TO ARCHITECT 1 MMIED I ATELY, FAILURE TO COOPERATE SHALL BE
SIMPLE NOTICE TO ARCHITECT SHALE. RELIEVE ARCHITECT FROM
RESPONSIBILITY FOR ALL CONSEQUENCES RESULTING TTROl4. CHANGES MADE
FROM THE DRAWINGS AND OR SPECIFICATIONS WITHOUT THE CONSENT OF ARCI+
TECT, ARE 4UNAUT140RIZED AND SHALL RELIEVE ARCHITECT OF ANY
RESPONSIBILITY FOR ALL CONSEQUENCES ARISING OUT OF SUCH CHANGE(Sl
4L EACH CONTRACTOR A11Q SUBCONTRACTOR PARTICIPATING IN TH- CONSTRUCTION OF
THIS 'TMANT'S SPACE' SHALL BE DULY LICENSED AND EACH CONTRACT AND
SUBCONTRACTOR SHALL CONTAIN THE GUARANTEE OF THE CONTRACTOR AND Be
SUBCONTRACTOR THAT THE PORTION OF TENANT'S WORK COVERED THEREBY WILL
42. THESE DOCLIMMTS ARE THE PROPERTY OF ARCH 1 TECT AND TENANT: NO PART
OF THESE DOCUMENTS (DRAWINGS AND SPECIFICATIONS) SHALL BE USED FOR ANY
OTHER PROJECT EXCEPT FOR THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT
OF 'ARCHITECT.
43. CONTRACTOR SHALL PROVIDE CERTIFICATE OF OCCUPANCY.
PRIOR TO TENANT OCCUPANCY.
MERRILL RD
A
R
iAl
M� ( a
r
STAR RD
9
ti� 1
ATLANTIC BL
ATL T c ATLANTIC LV
� C BLVD
r
z
BLV D U v
�
A ,4
7
J ¢
as
cad
W W
BEACH BLVD BEACH BLVD
��{- BEACH BLVD
Y
W
TOUCHTON
4
J. T`LlRNE BUTLER BLVD
J. U NER BUTLER BLVD ,
r
J. TURNER BUTLER BLVD
A
J
S I TE
0 LOCATION
r �
� r
BAYMEADOWS RD
VICINITY MAF'
CLEANING
L GENERAL: EXECUTE CLEANING DURING PROGRESS OF TUE WORK AND AT COMPLETION OF
THE WORK AS RECU 1 RED BY GENERAL. CONDITIONS.
Z DISPOSAL REQUIREMENTS: CONDUCT CLEANING AND DISPOSAL OPERATIONS TO COMPLY
WITH CODES. ORDINANCES. REGULATIONS, AND ANTIPOLLUTION LAWS AND
IN FULL COMPLIANCE WITH ALL NJDEP REGULATIONS.
3. PRODUCTS: USE ONLY THOSE CLEANING MATERIALS WHICH WILL NOT CREATE HAZARDS
TO HEALTH OR PROPERTY. AND W41CH WILL NOT DAMAGE SURFACES.
USE ONLY THOSE CLEANING MATERIALS AND METHODS RECOMMENDED BY THE
MANUFACTURER OF THE SURFACE MATERIAL TO BE CLEANED.
USE: CLEANING MATERIALS ONLY ON SURFACES RECOMMENDED BY THE CLEANING MATERIAL
MANUFACTURER
4. EXECUTION: THE GENERAL CONTRACTOR AND SUB -TRADES SHALL EXECUTE PERIODIC
CLEANING TO KEEP THE WORK THE SITE, AND ADJACENT PROPERTIES FREE FROM
ACCUMULATIONS OF WASTE MATERIALS. RUBBISH. AND DEBRIS RESULTING FROM
CONSTRUCTION OPERATIONS.
PROVIDE= ON-SITE CONTAINERS FOR THE COLLECTION OF WASTE MATERIALS, DEBRIS, AND
RUBBISH.
REMOVE WASTE MATERIALS, DEBRIS. AND RUBBISH FROM THE SITE PERIODICALLY, AND
DISPOSE OF AT LEGAL DISPOSAL AREAS AWAY FROM THE SITE -
56 DUST CONTROL- CLEAN INTERIOR SPACES PRIOR TO THE START OF FINISH PAINTING.
AND CONTINUE CLEANING ON AN AS+4EEDE3D BASIS UNTIL PAINTING 1S FINISHED.
SCHEDULE OPERATIONS SO THAT DUST AND OTHER CONTAMINANTS RESULTING FROM
CANING PROCESS WILL NOT FALL ON WET. NEWLY -COATED SURFACES.
1. UPON COMPLETION OF WORK CONTRACTOR WILL PROVIDE A BROOM CLEAN AND MOPPED
DOWN SPACE. ALL NEW RUBBER BASE SHALL BE FREE OF CONSTRUCTION DUST. ALL
C ON[VECTOR ENCLOSURES CLEANED DOWN AND FREE OF ALL SHOE MARKS AND MATERIAL
FRAGMENTS.
2. REMOVE C- ME. MASTIC. ADHESIVES, DUST STAINS, FINGERPRINTS, LABELS AND OTHER
FOREIGN MATERIALS FROM SITE EXPOSED INTERIOR AND EXTERIOR SURFACES.
3. WASH AND SWINE GLAZING AND MIRRORS. POLISH GLOSSY SURFACES TO PATCH.
A PRIOR TO FINAL COMPLETION OR OWNER OCCUPANCY, CONTRACTOR SHALL CONDUCT AN
INSPECTION OF SIGHT EXPOSED INTERIOR AND EXTERIOR SURFACES. AND ALL WORK
ARI=AS. TO VERIFY THAT THE ENTIRE WORK AREA IS CLEAN.
INDICATES DETAIL NUMBER
INDICATES SHEET UPON
WHICH DETAIL APPEARS ROOM NUMBER
QOR
0 DOOR NUMBER,
DETAIL REFERENCE
SECTION R EREINC'aE
ELEVATION
ELEVATION REFERENCE
0 -
COLUMN UNE NUMBER
CODE SUMMARY
OFFICE Rt:NQV JIM FOR PI UD JYjj NETWORK 9991
GROUP T3' BUISNESS OCCUPANCY.
TYPE ' IV' CONSTRUCTION. UNSPRINKLERED. UNPROTECTED.
TOTAL AREA SUITE 'lf 1966 SE,
TOTAL AREA SUITE 'T 1211 $
OCCUPANCY LOAD SUITE 'IT - 100 SFJ00C - 20 OCC
OCCUPANCY LOAD SUITE '3' - 100 SFJOCC - 13 OCC
LIST OF APPLICABLE CODES.-
FLORIDA
ODES:FLORIDA BUILDING CODE 200L 2042 REVISIONS
FLORIDA FIRE PREVENTION CODE 2001
FLORIDA BUILDING CODE 2001 (FLORIDA FIRE PREVENTION CHAPTER 36)
FLORIDA BUILDING CODE 2001 hE0IANICAL
FLORIDA BUILDING CODE 2001 (ELECTRICAL SYSTEMS CAPTER 27)
FLORIDA BUILDING CODE 2001 PLUMBING
FLORIDA BUILDING CODE 2001 (FLORIDA ACCESSIBILITY CHAPTER 11)
FLORIDA BUILDING CODE 2001 FUEL GAS
REVISIONS
NO DATE I NOTES
------- 7t%
E. DUKE, A.I.A.
- - _ _ -ARCHITECT
_-_ .807 UNIVERSItY1 ,`BOULEVARD V :_::..
JACKSONVILLE, FLORIDA
(904) 721-0434..,,-
FL. LIC.. # AR ,4Q:?: 66:..
W
U
o
LL
LL
0 Q
LL
U
< w
w
u �
Z
�- a
Z V)
v
..._i U
RELEASED FOR CONSTRUCTION
DATE: 10 SEPTEMBER, 2002
ABBREVIATIONS,
VICINITY MAP, GENERAL
GENERAL NOTES
DRAWN BY: CLW I CHECKED BY: lID
mommono
PROJECT NO. 6002
SHEET
A-1
OF 2 A SHEETS i
3(o3 ct,—Z�- t_", EQ,,_
TENANT' M IMPR OVE E NTS
PRUDENTIAL NETWORK
ATLANT,,,IC BEACI I
0
FOR:
� 1 �
OFFICE
___ fACKSONVILLE.FLOR
THQMAS E. DUKE, A.I.A.
ARCHITECT
11807 UNIVERSITY BOULEVARD S.
JACKSONVILLE, FLORIDA 32216
(904) 721-0434
-r' FL�: LSC. # AR 0013266
,�r MECHANICAL ENGINEER.
MYLER ENGINEERING
2136 MYRA STREET
JACKSONVILLE, FLORIDA 32204
(904) 403 9877
ARCHITECTURAL
A-1 GENERAL NOTES, ABBREVIATIONS,
SITE VICINITY MAP & BUILDI'NG SECTION.
A-2
FLOOR PLAN, WALL SECTIONS, DEMO NOTES
......
........
rr�
,ti
rrr
TENANT' M IMPR OVE E NTS
PRUDENTIAL NETWORK
ATLANT,,,IC BEACI I
0
FOR:
� 1 �
OFFICE
___ fACKSONVILLE.FLOR
THQMAS E. DUKE, A.I.A.
ARCHITECT
11807 UNIVERSITY BOULEVARD S.
JACKSONVILLE, FLORIDA 32216
(904) 721-0434
-r' FL�: LSC. # AR 0013266
,�r MECHANICAL ENGINEER.
MYLER ENGINEERING
2136 MYRA STREET
JACKSONVILLE, FLORIDA 32204
(904) 403 9877
ARCHITECTURAL
A-1 GENERAL NOTES, ABBREVIATIONS,
SITE VICINITY MAP & BUILDI'NG SECTION.
A-2
FLOOR PLAN, WALL SECTIONS, DEMO NOTES
ELECTRICAL
E-1 ELECTRICAL PLAN
I
rr�
,ti
rrr
.... .. ... ......
ELECTRICAL
E-1 ELECTRICAL PLAN
I
RECEIVED
OCT 1 5-2002
BY:
A P PR
5 D
VBEACH
OF ATLANTIC
23 213V
RELEASED FOR CONSTRUCTION: 10 SEPTEMBERA002
rr�
RECEIVED
OCT 1 5-2002
BY:
A P PR
5 D
VBEACH
OF ATLANTIC
23 213V
RELEASED FOR CONSTRUCTION: 10 SEPTEMBERA002
r �
• is `` V
•
1 e
i
T
a
-
�
r
2
-
t
1
Q
r �
• is `` V
•
1 e
i
T
a
�
r
2
-
t
1
Q
h
r
"
T
a
�
r
p
,...........
,R
r
Y o,
c
N
o.,
...,.... ... ..., ., .. ...... ..... ..... .. ......, h. M.., :. n .vh:::..,• ... •. .."...... ..., �a ••:K, + ,,} �i 4.. �v �`:i:.... vn +..k div \ `^ .:,�yy .
«. , ...s. K <.. .... . ,.. < .,, a....... ,.. n •::..... : ,w , .., . a .. ., ".a.} ,:;><:
�pp n.bn. }�: O^.r a-... .h ..rL`.., F4. •Y\' h •}••^.r -: 'W'
:. L..a.¢•n •. 4. .r :,�:•+ .:.r :.-.= : • ...n - -,• .,:: d.5: -t. •. •:+?r �•.....::: ..... :..:...... � + .hi..5::`: +. •. h• .-... ... •W. {Y•S.s.t ...�:•..-: <�i•Y �$:{ h �C . �'• ',<� �:•
. }:2 .:� °S. ..k ,: �. ~r •'a'�• �\ •$nom• sr. ''b' '
ya: r•. ......ay.) •::-: r.•:. .. �•.:'•}; •.},..v.r+�: ,• - ..va. :,. .. ;:{...,. ..... "a+.C....: �+•i:Y-x -.... ...fi.: ., Y�aj. r ,"•?. •+. +'+` .\.. 4 � "a •�
... ..... n :W........: ...... ,.z.r.r ........ :....:.. n.. �:: �:::• , n ..... W. .S .. r , ,.... ,.. u.: •.:. + 04 .... 1•.' +r . ,r'K n4'v \•h•.-. r. L:•;.5; .. S \
.... , 4:-. .e. ..n ,• ':S� >F•r.�n. :::.r: .. L31.. +.+ya' ,r \vn -' 1 \
a 4 : SC.
,•. a , .. .8Y ..:. ,4 v.t:}. : .... 'S r�#. ....,, .$•}. i?� k ... ., ..... K .... r ....,M, ..'}-:...: -h '-}{•�\ n^a-
}.... .. } r.. .. .}� N:. +2 ...;. .0. \ .x. f.0.:,4.: .., 0: s\r...;: , ,-y; Y•.:• ...+:•... :: \2. ..
... ..r. ......,.., ---.. .:r. ........,, �+L. ......,..\ ?}. .\..... ,.'}.2'}r........ ...k.... �,, #C.3r. r3•�b...o.:..r. x'�?` \Q'L::-: •�
r ... W: .+A.. .......... .{,$: ...., � .,... .: }.'8 .:. ..n n�r .,n a r ...,. .. 4: ... .:vv.,:........i-.,:":.,. •.+:vf .ark..
.. .+... .s .. � n.. ,..,nr. ..... ., v,-.::.:, r:�v.. .,-.. ......... .. ........v. : .r. .. ,- �.�,. ni4.. .. h-- .5- f.:. w:;4 ++ h��•:. �+ ji•.. vc•.._,c`.
.. ...,.... s? : ..r .. . r. 5 ......, .. .. .•:•, � ... .. ,-.:, a.. :.:.�. .. ... .. a:•4�\'�• •'k• • •:tea.....
..o.... 2�.r . ..... ..,f ......,< x .. .... m. Yy_ . �,.. :.{ ..�n:� ..... < .., .. . r ";.. .f+'.a. , r. p r� ,..'.fit.. �i.h..
a...r M ..... .. ,..�y,y.. , :..b •..5.:
.,'�z ,...........:.r t. .. ,.,, �yf .fir y� �.... ,. . �..... .� �,. �
. `�^. \. ^:. , . , . .. .......naa. .. ra- .K.. , S.. r ,.., moi• .... ....t, 4: .. r. .\ r.... m v .S .. :},:P... 0 _ _.•.}. �.
,.. 'S�'}�.r ::..$: .x:.. ,.. ,. .:, .. :..-..... r ... s .. . .. .:.... ... .. h7aa5,.... ,: ,,... ,. - . a :�3+ �... .�r.."
fr. .. ...., .. f..:. .a.r.r ... .. ,az +f.,.. .. �'tr•.. w2?}.r. ......... h +.i. .nr. .� +, ,. ... `�''
., .... , h,,:�a: ... .. .. .... ,. , .. �.. ., r.. , . r., ,4'hro. a. .. `.k .. ..,: a .f\#+`.. .. 'Kr � < $.Ki.: 'Qti�•Ss.:.. `€. .
........ >C4+X�0 Qt:..., n..: }iFv. ...... ,•�E, X. .. .. r.. ••a: +�(.......: ... , � v+i.. .. a� .. ........ x.., .? �.`v.a } .ti4r
•:O,C?is. .... .:. :...: •.,.;.. .'#k.,. ...:::•h ..}#'.r.. ., ... :.:.-.. ••: .3:. .., ......v?::, .iQ:•: :a. ...:n... a\ 2• {r.-: ¢ ..i5: v, +��h rr-. �. X
�y� :+w
: .......o aiY'$,i: .. }v �2 ....... .�... .. .... .. ........ Yf+�4 .:..a v . •.•A..4rah+5.•..:... v. r •.5:-: ..+. �• .,}C `rh\ .}\ r
... ,... v ... v .. ..+v .. .. .. ::.... ........ .. ::.. S .va:...:.. ... :: ::..:.. e.. , , .h4... , a .:,. < }}Y:w.. ^�a ., .K..,,.h,•
m...
.. }4. .. , . . u .. ..:. , 4.. .. .. :. ?..:. ... }... hh}} Y.. ^..... , n .. ::. • •. •.:r:>? +. ,. 'L+�f.-.+.:ti, :. �K"2'a3a�r\.:
.... .,�, .. ..... , :.... X..,, 'fi. ,� ... n\ ....... ,, .r :., ,. ?} ,1.. .k-. \.. ar K ,h �. K7F.,.:?a. :.;:..r•.".. [-.."F�. yr{rL�fS- '�..
K , n ..r ....... .., ..\. .. a... : h.... , n: vM-'`�•"
.a.r .+: ., ....... Oar .•. : .... ..r{ \ a . .r-.. `:. •,'+ ,j• • ..-:.`:�' \ ��' \�
....<.. ,. _...........?, . i{?'.
:..;4� s... ... ....:..:. ..:.,. .a .: n .. .,. ..: r. ..r ....... %."` .\.., i.., nh {r}F. .i ...M \ ?"-i? +i��'+\Sf•.:..
.... ., .\. ..... `ext.:... \ . r .,... .....@ .... .. \.. ," .<�• ,,,
........ >�..... ...............r .... a..+r ..... {mak. ... .:. ,. .. "-- ., , .�'+�`{' .....Fh:., \ , .. .... \t�, � h �• `• -� \,.
M ..YB �• ......: ... n .... , .... a .. :' h n. n. ...... ,..K�. .r4'. r .... n..., n $ r•.. .{: •. �r - +.K
:...,.: .,. n .. . [.......,.. #t h. .:...: ..�.....n \...,,. r --M. .. " .:. ,...4}L"�..... ,:... ..v.... .. , ..�fr ......:. .:.. ..,, Sr \'%•. \.. r .,.. >`r....: -.t. .1 .- : \ - -`.'4,? `
, .. ... ....:: :. .. .:.r�i. .. ,.. ...{ ......, 4 . ....... i•:.a ... .. ....,v. ':. ^.: i..:m .,; } � +sir \.r ,}� + 4':'� •-" -. �. `•+
... Z. .,.:r .. .. .. .. ,a .. ...{:h ... .... vMn.. .,• , .....\ .....,. .rnk r x.,...,•.....n, x•r.r. ..�. "+�.. .. ;�.x;+;,,,, k r .n .7; ..
..., ..+� af. ... K.. :f .Y+. p ...k :n L. h.. M.n ... ..:.. ...... n.,{�' .r� r ... ..nn.:, :h -n. .�i.x. v. r.. :�•+ , W. n.. ar ,`.+5�}'}iiA .R: ..\5.. .. \' \
...+...n..t .. R.+�... {a:. .,. 5 ... ...�.�.....:.... .Y..�....n..,.K......).ro..., .,.M c..,.i,.�..\a......i4S. �.•+....hti.tY.....5.. ,r.. ..:..... %YOr.....f)f,i+',.:.�_...... .?.. :...a>.2.�.. ..:,.....,.rr}.,....$.F.�.w:...,..h.. ?. ,nQ, .r. ...:,.... ..5... ......,.. :.a............:.r...ktid.....t:........,..r....t..o..,..,...............,�..l.t ...n.,, E.r.•.+.:...f: ..{.,..a.\�rti.}..t.m.....<.\..........�...:r.....•.. .n.�...,....5...:,.:...nrx.x.n.. ......,...'..n>.�..a..., .a."o.,,}Y.••.£7n..:D.f...hh.n...:.:... .. ..... ....s......v.....+.x...t..�...............i......, ........e.3....,.,..........}n:..S..a.. ........, ..�.. ...a.:..a.m . .,r \ �.,a.k.}...fa.:a.r+9. .t +.r...t.. �a...•....x. ..._..f......a.......Y...... .h. �.. .3.../,..1.....�..,....{... ..zv,..\.r.:. ., . . ..<...rr..•..........,.....�..'... •••..4.:��..+.....,i.w-. ...;m..r.i:....%•.....r..,,...,R....�.. .:...:..:...........a....:1.as.#.....h.$..........a....a.K..{,..r...3iM:..t..�SL.:,..,t...r.......f:..I...:....�........., z......{...............,..f...�a....,..... ... . .�..t.}�..:. . : r}di �.�...r.'..\. ..\.............�...i...m.n........#......•..:'.�.......n... ..... .. ...v. ,...,..:.... .i ..,... r..,y.:..0..Q...,, .....,.a...•........a:....:. .....,,....sH.t....r.r..:..rYO:'...L'., tttt\:�...42:...\• ...w..$� rk.+.:•..:z'`.. ..�..{ *.u. .r�...<2r..._,...,.$r....:f....V... .r.n.a.....•..l.{....�. rr,..?•.....X.5....].-.,.{.C--.,.....,.,:...• .�.....,k.n.r,r....i5�:.. t...fd., . ,..#....".�..[... ",:.r..,..".n...:..r.."m�...x�.......K..4�,..n.. :YM...:.. . ...,S .4 a..._.....:.n,\ . ...:.x.,�K�r...'.•..k. .+..•�:. .:..\'{r�. . '\. ..$..a..,...K.. ..t.r.3..e.�•..%...{...a..,.:..'.�...t.rr...........:.......,.,.rnw.a..�...., �_.:. ...vf...t.:.�,...... .. ..,.\.. h. ,„, a..�y..tx}..•:.......rfi.'....... ..1.b..s :..R.......,k.,.�...i.�.n....,.... ,.......A+r�..h...am�.,...�.?.:....+✓.........0........:...........'�.$.......,h....r.s...:...,%X.. r.:__a...• ......:..{..+,.t:.L,.., ..'.a,.a..".m't...t.a .&.. iS1. .,,..bh�.l...K., .:.. �K\,,.:. : v . ..0�.,..� .K:m. a.:.....:.2.h.h..a.{ ...:..,\.r.......,rr:.�T, .nr.:.a..,.C....-na:.,�.�.., ..n.�t..r'.h. t.v ....�.r.n . ..... . -.' }4-.. PXisV.K,\yX. �.�gri,'�r:•n,.-,a..u.t.4.�. ..-......n.,a..�.... Y..x,....�,,e...�. :. .'.~..L.tt,•-+. o:.kffr.,-.,...:.: .. •�.}�.•Y:rQa.,•. �.,�f4.. ,r .rr.x\",Y..:}.,...fi..••,...\r_..,ar.•.•..+::r._a¢aX...,.,' ...h:�;x.•..�:na....f•.#.. ..•.-#::fi�4}.t:.z-�..:+.•'.�:.. •...y.•:,�..,:,+..+M•..:.{...r.....,:.}V.,..h.i;,..,r}Y...:r.\'�.?....5.#:r.�ti. t+:.: +.S.G:..:.#4.,.:8,iy,i�a.tr..a.x.v'..K�.q.oy. ).W, 45:3:it.:..:'a•'ap�raYC.'`.., �.,,}k}: Y. r...•�.} ..•r�:n.f��.�..."r\..•.'�:.•. ��:,:.r:.:�.. (..-.�..•"�}-...".K:...".,..+•.'":%.'Km�.fi.•-�.S: .'<..,dr�+�.:rr.�`zv '.5•r,a.".v...}�L..:+..,..�+. a':\r�,-.,..�.':: .�'�.t4�a'{tL?rC... +\a.::':`r..��C' y`. :�,��:{�\\•
.�....:\-.z.c:_.•�hn. �f.• `\0:}+\:..•::•:.'.•:...'�i-.t:€r���.}rh '..O,� .r.�. r1��.,�.+•h�K:v�:•-:Won..; •r.a..x���`.,�,: 'mw. -}'..�1•:\•La:-.:C•..:
��i.+(�'r..•-�{:•hl. '1v...'tT�
-..
�
.: .��.r.+••`�.:\:�M�-"--:,':;��+,,\
:
a,+w.i'.i•k..{'� t 4Q "i`'-�•'-�_?
al\.\:,.15.
� •
v
}p,
.`,:.•
,mill
i
5
40
J5701
,, o ll
k.
i
5
40
J5701
,, o ll
1
r.
I
f
.k
•
�py'�L. is -- 1.}.}4�•cl:{ vt,::. ;i:�:
�v---v
i
of rF•
r
k
'K"
,
+
r
A
Li iZ � l�I T . p, N t� S P � G: (� L �t' ~l G� � ►�.1 T � fz.
I
f
Li iZ � l�I T . p, N t� S P � G: (� L �t' ~l G� � ►�.1 T � fz.
,
A
+
i
0 140ark ti.rseer
owd, OP$
G
_, 1,11
fib p
14
��►Opp
t"T
0
IT
it
I J+
V
n
i�
-70
I h
►� �-� all,',-
--_1__. �
H V e, 5 1 o'to _ 5
1/411 47 IF
m
a�
papQO�n �
Data:--.
Atlantic" Fire Marshal
j
k6
kill
i
V
,
A
+
i
0 140ark ti.rseer
owd, OP$
G
_, 1,11
fib p
14
��►Opp
t"T
0
IT
it
I J+
V
n
i�
-70
I h
►� �-� all,',-
--_1__. �
H V e, 5 1 o'to _ 5
1/411 47 IF
m
a�
papQO�n �
Data:--.
Atlantic" Fire Marshal
J
k -'
\1,h
1
N
0
v
0
... .......... .. ... i ....... . - _
. . ;
.
I
Flo l\� -e `� - _ _ ` _ _ _ �° Ln _ _ _ 1,J0 _ •- o �\
G 1G 4G �'1 �/�1 / • +�/ / ���r y�ta y�4� �k�?1� I \!ko,
�t6 {G
hll� ,a ��G o'��?U lad' � �DQMErPGY 4 C4ivT.� .FEET (1� 3'9�d �,cl
�,�l Q . �� l `o"ti4 G.Or�'Na4�/N tod��ca v''(0G?
to �� o- c� Io- o h� U° , i�✓.�a/ r �e��er ) C(Io321EP l�a3yzl�
( CIO.O. cI(I�i' � �(t I �(l a 5J pw ' �lo' 0 z �Lo 4'1°.
Llo Z l �Y - __ -
t
Er.... - —_ _
pi T i.
.. - ..
--- - r Io- �``` y,iT
fiG / 'A-f0k 1 /Iwe3 c!/rTE,t� �� .
>_,"_
," ,y�ro Gds ..
r �rurTwc,'e
�w4
r k� - yl�
%N
- 1 �� _ 7 0• �, 'tl — X77 la
'61aiN Nim o, y t s T I sir- �kE y y P . �—� — �, -- —�-- �vlol
_ 58 /
p ... .
Ca r�� i 1°I��Ca : fG /a.4¢37J:
�'7 $1) d f y.,I Af �7' .. 111A `ra' -11 .; .." -s r� lo' o 6P l� rraF ..�F�c� o� i°. N (o �) fr . h Iv. lo.z77�rG r�Ij� . _ . 044 : _ �•.....
lo. ...: - (! ( 1 0 - m... p_ Q _ v. . .-.t�x7iF.r,..,. �.v tr7z) awl��i7G)ep L- _.
( .__._. ...,, o� . _
�j0
a
_ _ _._
,�..-_�
,,�K rr. _. , _
�' -«_f_ 1 ... 1 . - .. - _ .cam c: ^ .Y.2DA/ /O. LY� ..
�----- q �•
��rggcc µ 7C4 LP ✓CsvL 2
i°.ha�f /o.7tj• (/°Z� CF4s� p( (koo7M iveY 11-) ja�7! TG. Pv� 4r3.9I ^- /d 3s /OaT.9 7 is z� //„ ATF �� .--� (lo.�r�)4
( q `� u/ i17 / 13 1 s ogre�'1 V �4)nN �[id•3 p `_ big-ok �P (la.�)ep
jT GOKC.p,.lC. C SIE/`r /%�P i_�. 2 3 I1� • 1.•.• C(� V_ F••••
CI<<oa� pel .(0•�9) 30� ` >�. .�. wQGL l9 (/., �'� 4) \ �' U° 4' ra.� P
r 'l � - a �r ,4 /l/ 3 v � ___ G — a.
-- . 5 8 �OrD^ ` E147 364, �r
oo 7 ;q
r/r-r.P r y r 50 /G2 pj G45 !R LI/cW E4 EC_ . 41 .w *y O,. Cs/5r iT -er+�a �11 ./ r
L' [.,-.,. - . - � - .. _.15 % .i (!�-") L i?O J �• ] j`C,e4eE MA/n/ v 71 .�J r J N .4ah/ I°'
I _ �
1�1
K/Qap ••Ed•150-1 .1 /z.�• Q ��' ii•tA/.Y
. I&,
.. %-,F
- - __ -14.s w� .a v �m,y . /- 5/2 R, r
z .�• zp•z• k r ,. lC' /- 5To4>'
• 0 F��1ME t "dMe I oI�E.�IGG <Q�EG
Iyr1f%' r ,a ° i 1 a n; /- ST Y ; cr�CY /- GZPY / 5TC.21� u �I)
°p '`^ /5v' �j�� ;= � d J4E � Ae ME : FQl1�E I, �!� II
21 I
� I� I
F are. e.40 3• . (CZ 12 Ll2A) (12.3) (IZ•'/ (IZ•I) `\2 `1�1� Ip.
cq V
x
, . I :.: ... .. _:,.'Jf,\ ?:j_'
*� 4� i.`_� 1-
/` ",., r-�
O" 't. •::.1 r ,'F ,.+a*' r'+•: .,.,:.: .� a. r -I•f .w w••�' - _- ... I `,1�� O 1t7 •/Z. B�, Q `
, i I
q3 ���IX I
. .. ;�
J J
• �__�, :,
(be{ m
V.4 ..a ;:�.. a .41
• _ - -�llr n . .
a x Q C oNc..��ETE .. //' B O
? V_i � " = .. -� �6 r. ,_. _. _ _ . to �nu�vo.4Tia °7 ' R1� �` I N
--
w.
`Icl- - ra
_ _. � i
a
.^• y '\ rk
11 c 'X ,,:, w,w . -� c /Q tzw z �^F `` 8.3 �j 3' ^� ~� 0
�9 it �j _ .� w� 4. F,47AME . '" . .8
�i•�"/.P, r 570) 1,No�Xwv \ p s 7 ry 4 : _ w -, y,
0.4'Sourf,cTt'We'Sr, vT A. .,.. ",1�1 .. ..tn
(s giJto a-' `1
,vc
�.`)
/ 1I• ��" frw f.. #` ` - wnr" w• "-- wwI .4 , � ' iZ... .:.. ... ", .53) .1•>i
.. 41 2)�.*�' '..r. � •. r •.1 - C-:
.. .p ��.
. .
�_ �
., % , .
.. .
.. �'..
....
* -
___- -_�,�,�, ,,�,
. . .
. ,
- . -,
0 .
- ..!,--, .
- . :�
.. . ,
� e
... _ .
W.
....
:...
.., - -
. -
.-- - -1
0
- ? �,J.: _�
� "..,- � , . ..1-11 . _-��_ � 1-
... .... � - I. ., .. I ------ ___. ._�._.E�_ �,: - " , , .
r-......, , ., - . .
ll I- 1. "?" .* .. ..-,.,/ .. I II I ", . `0' - I- p3
r , -11a
,, _
��"i
,\�
v
. I., . 1.
.
, I.,5 � " " a _.. �.
L!
`'I I , �., .. J , 11., I . .�1 p/,/ Ir< .. _-.,. r ,". � I
FjG O C��OFF0 �C `r c► �4 / y
s N;1 / STo e�'
..... N f E
FI✓ 5�:c/O 4%
I , , :: , e^ s
' � r x« w yE „mak " '; �'Gh'Q/ !✓NY .;.1 ,PA l.• P D •.✓oo! fewc,&
," -� ,' t-. o N
�' ` xF NCS' . - a G , J era
::.r .�k� a. �' / B' ✓dN G/Nwt, FficlC� w/3.5 4 .. .wvi E ° ,_ss�/•P, T:iy •/' )
j, �-
_,. .
:11 -1 , , 8
11
y� r N T p. z,�oRTw�l / �. x Gwo
11 ,:- t.' rex we s. I ( i # �� QCff 5111 , 11.0) /� 0.2-W/ 76 r 1� p� /�✓�B Ffi�IGE
w
•.
-2-
A / ,B� . , * V !� �4 9 P *� I t IWOTEG .. ' f ;,,:7"�_,
,"" d� G y��%inn: T: / v,✓. B/�)
•r'h d+..,„.�_ ` . 1" '•^yn....rv. 1 �' - - o, :' �`• '' / /// r/ �p
..� � � ..,v p :,ter,.+ r.. I�" „k ;th - .., E..---_ \. �I M G��t i✓E//
�.
,: rr ,, ; �r - 02.x' - BIZ Sp) �lZ• U2 �4)' \
V s „. 5:: aw-d'-'i.• •/ F N �� + ,:a I`�', T�M��.PwC. - ,cj"f /",;w `\ '
-� r a„ *' .Q 5 P "oo" '1 i mac- Poc r (� +may �,f/j /�
1➢� r'•"' :..a ;'! ',-_" ++"' Q .3' . �'w �, 'i' ,,: (°E .✓,r-L4/E rE.t \\' / `+• B ✓ I2,0O•S•+•
- m.,, y.. 81 -V
l➢� 1 � � � ° e •h _ . ,d, , ,�/ �j , 1 f' i N� . ° , '• ' ( t 101 /+1r\ •
S� Y �, �M t ,\ p 1 - ,a , , 1 1 c Q`�, ��f �2 �. (tz-5'>) ('1 1n' /aio�r� E�cF W
/�-3 fC O In \ M l11. w K r a r. - ti c ", r .. . - - , . ` ns* 7 - - V 1
f�E57 lfiG/% l \ - ^ +F' w '; C.. r .", � i _ ,: / /. - j I 1) / ti
f p �.,=;,1 = IT
oaf i�t
(�FTj
L .... .. ' W , f - r .. v°' I y ... �C n • I �jrrC'* I '�
d .. : � �'.
. � a „,O, r r, I .. ,r D
..
.....
�t
w
,04
,,.
,; /�
- - _, e.Lu CID I T
T rM a: V , F�r"11 I
�' r _L "'. �. 4 s v IE I'
23� .F :x �•'' axe:• ° {sit• �%3✓�%' r CJ.�2
�. _
. 3 "'Zis y j .; I „" V' - . �E W _ a. ` �G�'".y � -
'J ro+ G_oNC.� I.dOe.-•YJr,ri ', F -.„...,
!I .oi / Ji y,� - _ ./ i. . rtS/Gw�Ci �`� o .. .� .' . ll " jX , til4�w�/.PY
• aP•6�). ..:..63.a 7 - - - . . ° �tr ,If .. ' c ry ' o .
r3 C `� / /3.r �� r,.'. r 1 b go .,,,F, I fV�yl /'). ,, r
�r e� l .2 !•i 7z: - ` a e' ✓2• : ? • 1'�' I g.3 (t?. r .� .. t
/Z./5 4 �� Ur e'��,��-,.',u',v ___ /2 �_ ,1 • z • 14 F'a " . y a• 4 ���
�Z•/S JSP �nT �_______ _ ��, Y •; "; .. (/4z �. � l3.2 Al 7 1
• - A :: ME �� aci4 e%' e ' " L../�� ! li �r3? � FMd �; , r. I f11 �1
IZ Al �- , » .,..t* / 17)1 Md �6 • • G. /' LvE 3T T Z' T '4 /\
. ORI�II
l� yy lit& �t-. . � ��-� "� / oij ,v "�� o 0
G �+ °V o 11.
(d ltd_ F� Rs,._ ria' r !3 /7 r3��'.'
�
,�a ���� tP 1 - �I _ (,LF �,l��p __ _� xZ= G=�I�c/z.9a : ,� _�
a _ 4.
air P _ c1. (t g� . u- . _w . -_--- _ _ �r � �.j ` ..
C1
�� l �C'�' r 3"F'" �Eic/Cf�M�1,4r�''
n� - r 5
x w
)r� E
67 R �1 5 i OJ ".-.4v1 �. ,._ � E ��✓ ( 3.Bl5,) :
.• ��
T.
3 L11 .. -
r
. 1. . .. Y�
f- ,�, . F .
.
__ _.. C3
{ / y s .� , - �'s . ' '
�L/�L%•.�_
. /co ;Q/ le ^ JI�1�. �2-821.
_::7___ � .. • - . .
_ __ N
M-4412 51-10WIAIG aLlR ME Y 014i
T'(d<CE:L. I UVt_iU1LL FARCLL (PARCELS 1, 2 (IND 3 INCLUSIVE) I
I
- r 1��:
LUT3 7, Y AiVU lir, ELLLf. 1, G11LirNEIL" L<E(1C:H• FLAT 1, `.;ULrU1V151U(J A,
LCIFS Yr 7-. - -
LC � 7 Y 1. 11
r , l2, 1�, 14, 1, 16, 17 r"iND IB, TCULIHER WI1H iHE.
(IL:CUhU1W6 10 PLAT THLFTEUF, RECUFDED I1J FLAT L+UUF.: G, FADE 6y, GUFFL;gT
NURIli UM. FEF_T OF IHE EAST 14 FLET OF LUT IV, ULGCV 1, AIL,rNTIC
1'UL'LLC RLCORDS OF DUVAL COUNTY, FLORIDA.
LILACI{, Fi_AT� 1, SUhDIVISICIN A, AT, URDING IQ F-I_AT 111L.RE.OF, RLC.URDED IN
•
I I A i LrOOI: 5, FADE 69, OF THE CURRENT PURL i C F.ECUFDS OF DUVAL COUNT Y,
FYIFLLI
I;LURIuA, DUNG HURL PARTICULARLY DESGRINE_D irS FULLC,W3; FDF( A I-oii,r OF
EF
EEb1NIJItJt, LUI9tIEIJCC AT TFC JUT T HLAST GUh'JLk OF SAID LU i 7 T 1 HENLE
iiT_ARTINU Al A STAKE UIJ AHERN SIRLEI (FORMtkLY AILANIO bTREEI) A1. IHE
'-Utl1H 13G•42 0V'• WEST, ,ITHE NUR1HLkLY LINE OF SAIL) ULULI'. 1, IHL
IJ n I l rEA 7 L (:IJ k F T y � 1 F,' 11 r 1
U a L 1 E U 1..{7 1, T I E JLE RUNNING NU SU J FIEkL V nLU'JC 111E. E11� E(tN
.,I IL ErE L IJU I I IC SUIJ l E I[- F T
_ L V R 1 UH OF WAY LINE OF A{�iERW Si F<EE T I FUF:MEf:L V
l LJ i F- R A �'i 1
L OF 1. (1 l9 U UIQ ANCI: OF 82 FEET 6 iNGHEfi 1C A STAk.E, IIIENCE
"A
�1 tW 1
lr t� STIiLET A 57 F l T RM T �V 'l�'
G] L1 OF WA r� NOW ESTAi+LIGHLUI A llISTrFrNLE
AI F, CHI IJ-' W 'T
I, A 1,LE,� ESTEHLV UNLINE FFdtALLEL lU AHl=RN SMILE FUk A
F u.)
LI ••�9. f-LEl 111 T4 ,
LNCE UUU i tr6•SG'rJt+" EAST, ULF�(rki1NG F{'Ut'I :;ALU
UI.,l_ I.E OF 14 FC.ET THLIJLE. AT RIGHT ANGLES NURIHLRLY ON A LINE.
._LIJIIIt I,Lr Rlc,llr OF WAY LINE, A D1�1rrrJLL OF L)2 -.,U FELT; IIIENCE NURTri
FYiHHLLEL IU IIrE EAI EI:N LIIJE OF LUT 1`1 FU(i A GI"1 AN - -F L" MET ,
a ..0 U CC
t
L3 L' 4', ' 1,1+ l -
EAST A UISIANCE OF 14.1 r �r T❑ I -+N INl .`[ T t W V
J CE EF.a.0 lUJ IT I 1FiE
f JLIIL:i 1 ill! kIJ ^TI: T TI I' - A R HIr 'W' S i' I R Y 1 ;N
U L a L.E ICJCE IG r L)1 -C Era C L. rLOiJCi AHEr
LIF '-, I F I: Y 1 - - I'•
., l LNL OF [,FtILY LUT 1G• M W T. ` 11N C, -17' AST 11
E G aUl G �t C a LUtJG THE
-
51F:LC1 { �R A UI6T AN OF 1 FEET T POINT F I IJ I r" r f J"
U CE C 4 EE U 1liL OLN U EGG! J 1 Vim. IUGU,UIt u
L:F • I hl Y h - - - i l I "
., E Ll HE OF LUT lU A DISTANCE 'C F 1x.131 F T 1 IL � -� Y
4 G LE G IC SULTiIChL
_ - - - 1 - - -
It � Al { T A T
7 I L CI A L tJ 1C LEACH, RECUItUED IIJ FLi\1 EUUf=, � FiIL,L Sy CURF:E_NT
' '
1 1 ' ',- t - -
I_i;•IL '_4Fd LI.(..,AIU I. �I- {
1.UCI: 1 111E SAME UL1tJ(i IIIE IVURTIIEFLY i21UHT LIF 41irY
F' 1. I F;.. '1 {' -
IHL. U E..L J,UG uF DUVAL CUUIVIV FLUkIUA.
L.. 11 J1 r)I rl Tt_ANi C i IV' r I
1 )1.1U _E. AID (A 1x FUUi RIuHT UP WAY A3 IJGW
L :.;Ir:LI t`,I IL U, (Nl- J i��• r
.t LL tJ Jk1N L � 44 JU" LAS1 {1LUIJG .;AID i1UR111L1,LY Ii150T
h,IikLEl_ 3
UF- WA! LINE, A OlSli)JCE OF .=.01.69 FLET 10 AN IWTLRGLCTIUW WITH THE
L(i.,itnL'( 1_1f1E OF O111) LUT 1) 1H W � iJ i21H - 'u W "T
E CL [1 l,b-!d U E-., r)LUNG SAID
LOO F. 11, 12, 1=, 14, tri, 16, 17 hrNU 10. OI_ULK. 1, t-I_(li iJU. 1,
I "I;IL hI Y 1 LNEr A D1UTi'NII UF' lu .02 FEET; IIIL14CL NCIRIH fl�'4:'_ 1,0" LAST,
L Vir C'1 \ A ", JT - J F' AT 7 - F -
:UJUI a1�J r TLrt IC E<EACH ACCUF,DItG TU L THL,E❑ kECUFDED 1N
FrL1J FJG IIIE. 6UU1H h Y J I T rrr
L l- C11L LF SAID LUT A DISTANCE OF .vU FEET TO
i - -
I't_AF LUUF ,,, I -'AGE by, CURRENT F'U6L1C RLCGRGS UI 4LfVAL CUU:JI V, FLLRIUA-
1110 L.\.SlfiVLY LIN F 'LAI NORTH n '
L 11 ,, U LOT 7; TIiENLE V6•lF3 l) WCGT ALIJWG
I;AID LAS1C(tLV L.NJE A U1SIANCE• OF IIU.Gu FLET 1'L) IIIE PIJINi OF
LEG INNING. CONTAINING 1.G2 ACREa MORE OR LE:,,'.
moo ..�/o�l/�/ o ' coM/c/6
t
A
GENERAL i ,
AL rxu ! ES.
t. ti LEGAL /
TIL�rJ
T' I I' LE CLJr"it9l f r f�ra r FOR aLrJ EC T f�•fiC;F•EC, r I AEdU LEC�i�L ESC-Fi I F
r -
RANY F W J� h" . Er�;�Er^ECd r�
C I rL.-. Illa�.F\A dCE C Ct r .� 11Ir,r L_U rA. AL.L
IDENT IFIED ON TI rLE Cui1zrMErT -AVE BEEN SHOWN
rFTHEY AFFECT C
T
'SLJ11JECi' PROPERTY. TITLE COMMI TMErdr NO. F 426 54.
1 " F 1 Y !� -
F 1 r J-
.�LE ICtdB � CD TIC
JF: r _H_► hal rr�lJS: L i �..�._ ? REFER TU r.r�TICJr•di=1L LSE E
G'ER r I CAL DA TUM.
I
ALL I MPR.O EMEN T S NOT LOCATED AS F•ER CLIENT'S REGLIES-r. . !•
"EAEEMENF5 FOR CE OF TELEPHONE
SYSTEMS ALONG THE CENTER LINES GF BLOCKS AND SIDE LINES OF LD rS" 11
AS F'ER FLAT Iir-OK 5, PAGE 69„
I
Z E61ENO
3 6 'I caze���,
r t
Iq
oEfzllfl THEE
obe
/1,t,1G/v0L,:4 T,QEE
11 ._ _
/ ..
r t
Iq
oEfzllfl THEE
obe
/1,t,1G/v0L,:4 T,QEE
9�
/,//c�a,Y TWEE
•
6vG�o ,POKIER FELE•
.... )
c?rwn/ GvY
EF
ESE PF fW2!!-,, TENT
q
�ur7E,,,-
Tc
rov 0,-c1/_/"q0
__ t. F/ -/o '",4''C1_/7
I,,
1A
IN
N
W
1 ,, X c uT
t o•✓ .eaic 4aw4o
5l—
/"t-E
�7
_; /%�-
• � . o � ""
tt bassett
basse 8� � .
/ -, '� ..
y .n s
N I
ti
IZ V � Y ( IZ S [ \' L (n '
I.
5 U e�x
i
.w r
1 • � , ,r it • - ;
21 ; c r. N r L r \ 2 I I 11 I I - ,,d;,� ► 4�,�,., ;i �y::,.
r
l
�. e.
/E I
T) GMT O a � lJ �
OUrt/ F .c3�/ � Il\ F \
R T I
I fiEKlwk3Y Ll~CZCIFY lli:\1 I1i1.
q.
\ ,t
) )ti (, �(;; \ I %:1111 l II:\I'IlR
Pf.RFUIt\1f.D L\DE.R \11 I{Errl'll\SILiI F I)Ihl l IIO\ \ll l lti Ilil \11\I\IL\1 II(li\IC \I ,I\\[) \I,I I ,T S ajj $ �'. �. (� y � -
....
i
211ill-h, FLA:\[)\11\Iti112:\11\f:4OI)E:li'LIl7L \\I i0 ,lC Ills\ 1'_2u_7 IL(JI�II)\ �I\Il Iitii, \\I' 1r'`T �If' I I\ IIN \I.j I\(I )\l II-
5 E
MEVrS LI'O\' 111G tiLRIE:C l I'IWPLIM I-V i I'I :\ti ,ll(ll\\ C \ I lil. L R\ I 1 ;) !
A,
1! ��
w
LII:\IZIi. K 11 I G.
1;7o
c ,� �i1' � w "r
SLR\[lE[.> �fR/� y �" S Kkj3� 5.,�§0, .. - .I':'
Bearing Datum Ba,,L'd C)n THS .VoqTr Eecl� e/w [i.,,E of Q, ,--,e✓:5 . .4s.e •iv4 _ 7e- ,4200
Floud Lune ..0 •. AS BU It A>,LII1wJ I run) I he i luuti In>Uran,P Rat, \1,if), LUnurlunlT\ Ihnrl \n /20475 o i C D,ltrtl ApR/G /e, /
HLLU B(-)C)K \0 52z l'age: 17-3Z I I(, \1 �E�/�11_f _ oRL)f R \l). 4_e1_2/
Cu\TPL'1ER I II_E' ,�5' MaTEG SC \I f: zl�5 �1 -- 111 F\0 : S- 3 / I5
� _
��
:,
�I � �'" 1
;�
LJ
L
W 0
- c;
FL -J]
4 JLF
i V,,J 4
i
IreI----, �s
C C r LIQ ,� �IU h L� �f `k P `' Ot
ii
4'x[�• CNAFXsE�3tE
LF77L2 PR /JFL I
I
0
a,
GALV.
PIPE
P..
.-
4LhVF5 g'
APPROVE
CITY OF PRABEACH
CH ! I
BUILDING OFFICE
- A.PW20 1978 ----
v: r. cc p,, .❑
F. J. o :': 571,41 .
l�
VIEW r�+�
li
t_
I f j I
- ,. _ � � __! '' % ir' I- _. i � --_ � . t 2. 'L'/ �i � •rte _ / � � ,T.-� .'.. � � .
s-Ibl 1 � 14 I
t j C—ML
II ;I i
ij
'I •'I II I I v II ii � I I }� I � y.2 f. �� /� • er`
I,
ii it II I
1 #
r
i
ID ,r U
MAR 1 s ??g1
Builui,ld L,16 Z -1--J-99
APPROVED
CRY OF ATIAMTIC BEACH
BUILDING 0AIc6
211991
14
�AR
yc
0 230
IZ
r i /��� �P._'�.-tnt�. �',��/�a- S`.�•fi i�5 �1�� /rte.
_ 1
I .�I � :��pG .SIZE• >
c I
I �
I
NADEEM ZEBOUNI. Q.E.
Tel 19 265-9 90
FAX 128 002
i�
I
t
%t`3 7771i
r?$ 1; - ,d .i,?,' .i -_3i, .\ ;;pfy'4 3 -��r Q} �• - -: Sa:. - .tel_," �:r '•-:-5"' .;,,,s9f •a+; ., -./ a 1 • :1°.X'
y. .[.. ,J
'� a c at ` ;y • (.... w.i .,r. `. p{♦�.•t��y:>p vr1 } _ :Z,r^4.;W='. .' t r{ . N•a r. y,�, Y-• ""'• i. • -
c. 3, ,�•... .+. "'fir it'..'••,t, '(. �;;1% g.•r/l •�t'>..�s t:,
r-r,>% ::•' ��-' �� .A:>.r. ,•T''n'.4' .,I d 4L ^"�/i"'• ' _ - 'r.
A -'rV ,i .•}' i la-.'y/'X ?1 •Y:r. •�lv. i' ♦ 1 i i a M
•24 I t.V ; A� y .. i r • � `aye i".
�-J!j• 3.' d'' • .Y •� i•d Y,/ ": ff._r• ~ V V.' •.v >'s 'G,'F!i`ly, - ,.] ..r ♦ N - [ F a:YrJ ., « lL�; r-,
"•a� r.i-`.•X'�y. 4�. z.A"�K-..y♦1�. ;R}" -.:' 1 ♦'. .� - y• .'.+ 7 s• / ! {
s . ty ,L :Yl. >, _ 'i • - -*" . - 4 rT-.:.. d 1�:•1' "' ♦ -i
- �y7}�. ; d. - _ I i [ . < - • _ _16'- IS' - 4
rf f .. t• PNRKING STALLS E to'. --
40
- - "--� -T-- _. _ _ P. ✓ � '9, JY s � . .
+• -', •, a .N - > - t ., _ T _ ._- _i:G' _e • • ; ,.F...b J,. ' ±�l
' EXIST 12
iJ • t EulT11O -. ^- • - r cWe IRow I S -
Y.. REMOVE /- ICP
• Y SANITARY SEWER YANROLE 1 •[ yy =. .ti, P'. 1�°' i
1. CONSTRUCT NEW CUM sR t' rXrr
' Rim SLEW , 10.80 _ 8 TRANSITION TO ISLET
YI T •LADLE TV -- 'in
3 S.DS J , 1 SEVER
N6 SANITARY
-
( ss w INV -S .82
11181R [. INS EXIST CONIC SE W[R MANNOL[ • C "
- - R r CATCH BASIN RIY ELLV -10.69 fL(� -1 ud 1 L y�"-���✓
.'( [X137. 1•• MWII Tr \ - •
EXIST. 6• WIT LR MAIM TOP = 10.39 w INS = 6.44 V`yys• is -» -- ry -y�
VERIFY ' WATER l TNAGAT --f. 90 E. IYV - A.39 C.;• = fir _ ��'fi
CURS D BUTTER r _ -� - INV a 8.17 _ I _ _ a. �f '
- - - - - - -•- - - - -. - - - _ _ - - - - - - - - - - __ - -_ __ - FFF S. 1 N Y 6. e3 J - • y ti L, '�L �� ! r
IT -� W -- - w- -- lt.J L V • N s1•l r.
l - I
M� s fj
/r t i. �A .yam ��
-- ---- TC = lO T9 _ _-_ TG • IO.TB -- M[w TYPE C� CATCH BASNL_��_.-�-_ _- iC a - TC= �a•�.��
NE TAPPING SLEEVE (TC a 10.39 f..<r � �N 1 �YI� N N�[ � f -"
6 =10.x \ • • 10.19 MEW - 11 30 \ G - 10.42 G -IO.t7 ; G .10.3• -' 1 ,r yj ATS r L}:{,.' � �;Ta +•.I
TOPLNV :9.73 \ 10. 32 AHERN STREET 0 =10n D VALVL .1o"7C ? If 4)sT .P-10.70 ptt ----- PEP-
I--------- •---Ip-Tc_----- -------3�--0------Y---�----1----- '�t- a 'V'L �r fML<1��111Z�.' :51, •
I NEW TYPE •C• CATCH BASIN NEW MIAMI N 4•OIA PVC _ �r
. 11.10 CURB a GUTTER I FOR CONTINUATION
MEW e' BK WG SEWER LATERAL (TYPI I -- TOP - WATER LINE SEE BTL. SHT. C-4 0;,. �,. L. ML
_ __ __-- -INV_- 8.69 T-__-_ - - - -_ :a_ . ;tp 1', 1.i :r i *i1119101101
_ Y[Y {{ C.O W/BRAS:s COUNTERSUNK _ - INV,T 76
IMV -T. It SR xA jf• ''♦ �y�*•' '• r-'♦ t -
• - SCREW COVER (TYPI -' - NEW ,EAASIIEOUEREYENTl PER
' z � Nor �1NRR,. d', 11�-imewww IN Teti" I' ••.' tl
EX 137. I •t' i I I ILiG I - - - 11. -,0_R 10 R - S It, w r .,wT� in LIR N Midi so ifs
Corc. �.
•^ DRIVE 1.66 „ .,. , N I a'O': LY,. 5.
n 11.66 .•:�
_ -N w ASPHALT PAVEMENT . [X137. SEWER TOPICS MAIN -. -
11.62 r 1�2 _- _- �- -• -_ 1162 RELOCATE AS REQ FOR AM ,r,r... 11tliw 1!711 t• r r,Lw Not. kC N1 S V I
X11.93 Tw STORM DRAIN INSTALLATION s: �• L lifik o" NIM& IrrY ` • 4Rrslts itlrr T. 1!r %,4111- 1
r- 3 _ s S S s 12' PVC L• 1 u. rrT X1'1 r 1 PAFO [wfrlw PAY[N`Yr On AIKRN
Ek15T. CONC. STAIRS •- -• 4�-�--0'• C 0�- -- Ca L , 60 _ t I,,. �_,y. '. r 7 AS REB. FOR • '►YC 'rRTLw
ueD t C.o. • o.-
11.95 /If .. t'_.GG S a 0.003 ! :(y •. AL tom. t-' VC me" PIPE. RSO i DEKR L '7 "i ;
1 '.a 1, .. I.. TD. m t5. moria N* N ItaT r r 1E _ TERAL MSTALl4no118
(15.40) 4 i a�`Y k •1:-, -.' ' /FA OAANYfe r ' - - ..... % ..y -1 ..: .( 9•i _�:>x_:'
A ::•, ! a' J• F •3 N O /. - I 'TOP TYPE 'C'
•C' CATCH easlR ,,, - tl. oft T� tlpi N awmin
t4 _ F
I;f•., ..rte' 1. r•^ ' '` - ' 7.11< A9' - INV = 7. 90 X., - - M• A
ASSIST i�r AT
ia7as- faYr IM UNT1A " to+. _ .,- • i T. 1
EXIST • i 1 •+� N N E W S 0 R Y U I D I N G F. F. 1 2.0last0
NEW
11sK 11r _ _. __ .. {��
6' HIGH FENCE V, y_ y T i
� � i r �' m SEE ARCH DRAWINGS - - -`
• 1 3TOR1 L.Y� .`� f i AA, /�y� Ni , �, �1 O \-J t f... ..- _ ..
FRAME • '2,I ` •Y.,3`'..: 9'[ ., \ C'• I I)IC 0 �V ( Y�f/ �� Jy ., �rGa
BLDG ! ' i nti T� �]• P- O _ I000 J tom. J l'_� l ISI I _ _--B' DIA. PVC f tavic�am~ •S`i. �
F g . ' O n O tl�s/sFl1 r [�p-�� _ �f;��s��� _ 1. awl �E/ t 1.1X or tt 1. �1'r ow -f -m WMTlw r1Ab m um ? � ,
r' T' r I _ - 13 3 • 1711 MY L/L 0% NIX iM s " �A.N�.�� or YR��►•T� I MI�fT. llt. 11w t�wlYil i
O0 x.07 E� • bit , � 194 iA-� S,pL IL 1 dD Ff,O• d '�-� ?A-� s - 0.009 - _ - JRtawlwl, Fl. >llLt TN -Y m Il a1i _ -
,
-k-
ItOP 1 t - COM RAMP (TYPI - PL TER (TYp p B m '�`,T. NlwrwC ATAIr! Pr .�. • .
12.00, 6 - NEw COM TE SLA �II. BT -� I+ " NEW ASPHALT PAVEMENT ,I
NEW CONC RETAINING WALLI"i yT I� L w7Tr� am a 17r7TT, Is. Lr •�.-••V�.I
I L S4 S- �. •�� r,J54 1 r • 1, tt7l. . i.
SEE CTL. !HT C_ f r.�. �..� •� �. 1� .� i-
4 11.54 11. N I I I. S1''I o ftrtB 1 1 a - A 7. ML Itm wmN m r P , �r • i
(14.30) _ e I / I NEW PRECIIST CONC. PARKING !HC z�HC BARRIER ITTPI r i T 7. NTL ETI �1 ?I,M II / IA �PROPERTY LINE (TYP.1 -- 5. -II '13, 4. r I�r7 a7lMrt i Y --
Ar
- -
- I/JP4� I I- I u.34 I I I_ I I I I / NEW MANHOLE :':•. rrL7n Ir�f� N w{I� I /f111•L •
-11541 ! _
9 _ _ Tp' 12' I, T PARKING STALLS Q 10' - 7]' 14' I` 7 PARKING_ STALLS n ® 10' = 70' I 12' I` 7 PARKING STALLS .2% 10' a TO 11 TOP • 11.41 r 4 ��11 «p� r !. Irf� f[lili�l'r,7M 11FIDl tar r 1 - Y
-{---T-- E. INV - 8.20 1. �l a
15• RCP L-77' 3-0.003 S. INV = 8.20
NEW NEW TYPE "C• -� IS' RCP L-117 ? NSD 5-0003 YSD�r�-7 NEM TYPE C .q__ NO W;r� / INN rwla i
CONCRETE CURB (TYP) N CITCH BASIN M 7\ A F ;f-.} T N. INV - 8.03 - r J
• SEE OTL. SHT. C-3 NEW TYPE '0• CATCH BASIN "�!�,, 4.. ++ -
/ I INS a1e.42 NEW ASPHALT PAVEMENT -��- TOP - 11.23 NEW CONC SLIIB� 1 14.00 - IYV 8.303 4 S�I1,43 o.. .- La1BIB 1Bum Ia < ;,
NEW 4• WIDE WHITE STRIPE (TYP( /' INS :8.07 u.30-�, n 12.00 �'ti1 11.50-� O•II 73 \ A -
/,+ ! o y -III- ---__ i M 4 „
` 1' 40 / u 40 ' } '
m N.73� 12.33 + two
%•� y I 3 t7 �I _ EXIST. I - y - 4 IS .1 :arc, r�aalli�ru►>Eall�iD.
.. - ..,.` �Ay�TyA-fitg- ,,.
EXIST - I1.% Q/IA(Y CONC, ' rl. 'P•�• ([ 'r ._ VNiT -g-.1'
1 STORY `-EXISTING (13.631 - I I .� i I %I _- ' r CD BLOCK • �F S r .r_ I}:" .. - .. , t.
BRICK ASPHALT f9 PARKING STALLS 6 10':70' -"' �I Epi 7PARKING STALLS @ to' =•1 O' 6 I+ 6 BLDG. •' ` c.r tr /Alra7wlr Ja�[IIi Fa 1;
_ m U.4'iral r It rr (sari PLaLtn. Ili 3
BLDG . _ - 2'- $ -- NEW e - `` . lwfrf1� 11.M. 'S_ n.i/ i 1�.. mL is �-a 1�1♦ r� 1n y. `":.,.
PIYEYENT _ ^I - - - / ¢�'o N E W HIGH WALL - Y 'Jai , �N1
I - o .. �.. 2 2' s Ta o' ; Prlrf BR�i f Tw
- a. ¢ AT PROPERTY .. - .yam_
12' NEW O i-Pwlwslr IY r•T r 31.7) 1/�SAW�l1RS�(t
7 PARKING STALLS 6 10' - 70�_ I H I I' It II' a PARKING STALLS d H]_? -80' v pNC I S T O R Y O LINE I -
-/RAMP 12.5:. ` 'i m
i I a J1 L o 12• PVC � - 1.11 Y� L IE Pali Ut
1'IL•Bi I I I ` • + : ; •+ B U I L D I N G m L : 19 t `rt y �Pt
� NH Pr rYNIR a rarara All RIP wl7a t ' {
12.50 !. NEW 3' % 4' X 6 • CONC. _ _ �- I - 3 0.003
__ SPLASH PAD W1 WIRE IQy 1(C R.33 12.00 )L 12 33 .i 2 - I r ) IPIPNr Na 11.77 ? .t.=3a �Ltii... {`r S'3�' " - t; ._ � f•,
113.421 - " (O� ', / I MESH REINFORCEMENT -
_ N, PIPE 1NY a .00 2.00 _ F• F. E. = 14.00 1 - -
� . -. ' .L ti alw ■ T� NrPa1 ti Ar Tal La1� ��J 6 Y '
z.zs 2. r
t-1200 7 Nflij - no - '. 111 L/ F: _ _ AL Na N RICK IS It lr� r t
E%137. GoMC. �� •� �. �.� �� r .� r - - Q.TL; `t i, s y > _
•� �•
SIDEWALK - �•- - f1r �,. c -gt_•� -ms i • i=`7f,
' (13.08) f' W;6E WHITE STRI NY , 4CI k15V - _ _ __ - _ _ _ �,+i.:•p
NEIN f
CONCRETESIBERIA
_ NEN BULKHEAD W/ ENCE ALL AROUND 8' - 16 -- _ - §
. > •PP SIBERIAL �' SEE BTL. SHEET C-4 - - -_ r2• PVC ��j �:tl-SAL. ♦- - i -a
- " • NEW DETENTION POND
NEW BRIDGE -_ /• - -_- L : 118 I i• :, - # 7.I PtlnlliauT r r ata-
Inv ELEY - 8.00 m -NEw DECK --' - P
EX IBT. 24• CURB ., •R ' - SEE ARCM. 1 rr -- _--__ 5:0.003 .I, ; _ 'h' r' = rniaafr ilE• L7ti�TiTa�
• GUTTER ;" TCs12.3! I 20 i I 20'R (13.27) .. DRAWINGS 4
____ a NEW ' NIGH FE/IGr. -tdi
1 --- - - _- _- -_- . -. .. T
-- --- AT PROPERTY LINE-
. EP-Q.le TC: 12.93 (13.231 NSD __ EXIST. COMC. s r _ 1K ralrTMeaSam A
1
_ •1800 ♦ T
MEN- 24' CURB B GUTTER--- - EP�12. 37 --`�- NEW CONCREtE 510EW -- - NS0 SIDEWALK _ r 1 TF go To 1N MiaN IF MR, Lr N Sm -m
IN ACCORDANCE W/ FOOT I ALK • H.•0.
a ✓ RO IFIQT 1a fO.lyTlwlilE. ) :. (;.. �`-•-Y. ;
STANDARDS rsm- L,
EXIST. TELEPHONE i P (12. BII _._._._-__;. - (+' _ • SYR
MANHOLE N.' "
\�- •. I EXISTING METAL 13 P _ N - . �i 6 7PM M T�P[AYI r Ta {�. I'rlLlTi �. � •(lr,8
GU ADRAIL I/i-- BN+ ONIL POWER SPOLE (13.051 I ---_ T T a AM. 1f to f�TIKTItr/ff)[AA 10:16m,
a 1�
-� NEW DRIVEWAY IN ACCORDANCE J 1 --- tBw KLaIrF LIDTTIN ii.EMlw TIE 1lA lIY1 r : y hhlT
WITH F.D O.T PERMIT B STANDARDS �p ELEV. 13.813 L
EXIST. cont. FAD 4-_ .
*/METAL TRAFFIC '�� NEW TYPE CATCH BASIN
GRASS MEDIAN
49c**
i I 112.551 Y.
1 Fit-^'¢' 1I/�t4 ri'-y1F11:N �OR• SIGNAL BOX -.. TOP - Ii.GO
`- - INV = 8.49 F
��� 9isF7Nte�►TIS/-t ' L-__-
EXIST. CONC. TRAFFIC EXIST. • LEGEND S `,
SIGNAL POLE a ? r F -
ATLANTIC BOULEVARD I ITC `13.08 CIn C►A11 EB71C t1N01
•.�G • 12.68
EP =12.67 ariLAL=1 _ 02.311
I. ILL wm r marmixtu SSALL "MET Wm TU CITY w Atin"SY3LLt1
NEW OUTI. E- CGNTP L CMT w ATLfJRLC SLACS MAMDAT1s AN SFKtRG AS OIILAD NEBLIN. .
STRUCTURE
WEIR ELEV - 10.25 =- COMtLT10s To SmintAC M&TOR Al DARAS2 tb= WMETIBS SHALL 6t
INV ELE V - 8 84 SpIryWLo WITS ARM AAw OIY81 TTS SIR'tBFLSt011 Of TIME CTT7 OF ATLANTIC
SEE LTL SHT C- 4 SLACK-MARTNWT OF ruwc Viten (PW. 346 -2)K) -
N
SITE PLAN
SCALE I = 20
- 1
1. ALL DMTMW AM" 55"L N NOM AM ML"M.
A. No TAPS Will A Tat w my no In (6•) ucm 3S §L#Awm SBU• It
BBIWM WITSwt A PUM. C. •.t• 2Y IA &Y�:AI: YACs MY OOIWItt)
s. pumm ALL im•mmic Ar IMI-Aw. LSCAMTtr, rum", DOi-nu mit An
OWIIC vXPg,ASW r TO w:•:Nw Ar AS ODMBLWf TO AIMMMINISS in MOA.
6. KKATATH WAT'MLL TSAT 011 sKUNA AL MMKIM BIT AW itg= IST It
USO FOS MLLSAX: Ar AAO.91Cwr. Crain Awt7TMM• IST Mu" if
somsun. rm eBers AWN Sr1NATr ST AS R16Ism• -.
NORMAN& NOrLUY IS PAs16•Nf OLS- Y 5.... M sNOPr TO A Wn or
Tr (1) "a DNAN COli.'r am= Aw 2.5 ma wMr mm or F&YPM" ..
soMILL WM w2TU" INX"'AL. "
7 .V.•/'C, T -.c • ...r 'T PANT r DwAtt TOM grmw N of o1NtR
SreeI Minwr = MAOI Ns" w • a( Anr ASOWn r@MMON
IIAe mm rsDll't11DD Fr TSS NIU.'/ StDeCTerY.
e. Dams s'MLMSw rrw s• s FNM Ar AM%KM II OLT- IT MA"
K TSD stIgg"MISS MMCALmmoEMR 9D mO M Am Pw S�r'A" at
1w wriss. I Aa AM [33[X&1 �AFINs Ar DLwAE'srO -
srn.ITTn, rDrINSM FON r MG. '
9. C7&A& Ar i A 2mmo DrIrD /Bws. T7ws. rMrWM. m wu RLMBLLL
WIN firm:B= 1. 7w rr wr ASL r LMO NO 1/A•
so S7meTr. rTrw oz. r�rrS•IC R ra" AS taw Ir $NAW
TIC sMFAO[, CHOW LII 0 10 � as TN muor .
OOMWM sm" 9"rew w abmm, mm, BOB. DOM. on.. as
no OF r sommu F.
19. M so" w m Am w IN toolw R's twat
/• rNwm TSw OTT w DENS wfR -26.MW shown r Arty OF
NBDfINesrw r III U r IN w an. ..
D. AIL 43 Aw Dm" w INC w in #laws am
w 81LeD!♦ wa PIG; w au RDIIIA1i8• A iw 122 m
�D �D so w w �Inurs IrN�T waYw r .
to. RIB IA w m r WAD Nth w 9wr om"T Oman r MD
r Dry Got, Mw @FA r . vw in WSW
'.
1W -OAA tar sa 'Ar s6Fv. _
.sS�r ii�ea.
PAVEMENT --
APPROVED
CITY OF ATLANTIC BEAC4
PLA44I4G It C'd4! grtlrp
11 T R 2 2 1991
r
BY
y
--W --
EXISTING WATER MAIN
--5--
EXISTING SEWER LINE
- - SD--
EXISTING STORM DRAIN
- w-
NEM NATER LINE
-S -
NEW SEWER LINE
(12 00)
EXISTING SPOT ELEVATION
•12.00
F'NAL SPOT ELEVATION
-12.00-
FINAL CONTOUR
*-%So--
NEW CATCH BASIN & STORM DRAIN
NC
NEW HANDICAP SYMBOL (BLUEI
TC 212 00
EXISTING ELEVATION AT TOP OF
CURB
6 -12.00
EXISTING ELEVATION AT BOTTOM
OF
CUTTER
EP • 12 00
IELEVATION AT EDGE
OF
PAVEMENT
---- j
DIRECTION OF SURFACE FLOW
I
r,
PoWaR PL A'. t.(
F0gA&LB 40U/
HIMIgOWALms
r lokf"z Orad
II�4g mA40yy0W�IL
AM C
WAKMNE
Ail %I_O
F. L.OSC'M I CFC I CA%L. N DTES
I. t• mI• *.LI. p1xYuRI.:
vF-rtIA15T 16"Ife-0 A440 c9*olw rtirwk(F
Il.mv Wive AppI IoN�t, ryyi�1• y1p sort IM
6ufP1074
tutly it
a�'f►�ftrH
�IC 7µ-•tr_�u. t�QuirMa�
I
4 /4NG du
I
lesl�acl*wlr 97
;L ,61EM 6XIfr S lw,14
lo. APE i hl G
sWA%u• riew.Al" I*
hNaL�{j5 E+�IERc
CITY OF ATLANTIC BEACH
FLORIDA
BUILDING PLANS
ADDRESS 3&3 A-rL.AtJTIC. ''LL/t::.,
RE# I bq 7 -6 a - &ecso
OTHER INFORMATION