Plans 177 Sailfish Dr (vault) (2) Doc # 2007265997, OR BK 14142 Page 1042, Nuwl,)er Pages: 1, Filed & Recorded
08/16/2007 at 03:45 PM, JIM FULLER CLERK CIRCL•C-T COURT DUVAL COUNTY RECORDING
$10.00
NOTICE OF CONMMNCEIIAENT
State of E o R 10 A 1-.,ix Folio No.
County of OLIVA L
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain r-a1 property,and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COW-AENCEMENT.
Legal Description of property being improved:
Address of property being improved: 17-7 -SA 1 L F16 N JUL 'f 1<A t✓I I L GH L 32233
General description of improvements: :Cr/s I A L L A T I O Ny F ER F E Sa a N Q I N G C 00 L FR
Owner—MICHAEL r Tl E A NA,N Address: 5 N 2 j C L 1 F?V N 0 A X L 312
Owner's interest in site of the improvement: 19 V-,P f�R
Fee Simple Titleholder(if other than owner): 91A
Name:
Contractor: JAMES E
y � Address• �OSy RSOR I AKE AR W
V
Telephone No. 014)23+2626 Fax No: NO-119 7-1 66`Sr
Surety(if any)
Address: _Amount of Bond$
Telephone No: Fax No:
Name and address of any person malting a loan for the construction of the improv-ments
Name: �!A
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself;designated by oa,uer upon whom notices or other documents may be
served: Name:
Address:
Telephone No: Fax No:
In addition to himself; owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is
specified):
THLS SPACE FOR RECORDER'S USE ONLY OWNER { p4iv—a
Sign Date:0 lBefore In tivs da}b'Of in the Co State
A- 9- 2
[El Of Florida, as personally appelared ~
No Public at Large,State off.Florida,County of Duval.
MY f DD559029 1� g� .II, 3j 7fl�O
31,2010 My commission expires: OL
-1— Personally Known:
Produced Identification:
0
M
0
0
N
U)
C
R
COO a AIDIDITIOW
Z
4�.
EOR
JO HARRIISOT,�+*T
AT
177 SDRIVE EAST
ATLANTIC BEACH , FLORIDA 32233
BY:
STAW "'9Y
RINO & C0l***+ZSTRUCTl0N 11*4C .
10365 Hood Rd . Suite 207 JACKSONVILLE , FLORIDA 32257 904 260 - 5770 ; FAX 904 260 - 5768
i " i c
+ t
� �I � �I �It � r � �r ark r 1✓"`4�r• 4�
'I ' fir. _� � - •.�,• ,
1
�I
L -
PROJECT LOGATION
R
LAND
VIGINITY MAP j
NOT TO SCALE A (A� 5E6TION DESIGNATION -f(I) SHEET OF SECTION ORIGIN
* INDICATE5 PROJECT LOCATION
— (2) SHEET DERE SECTION 15 DETAILED
101 1 ROOM DESIGNATION — SEE FIN15H 5C*E
z
GENERAL NOTES: 0 NI0R 1411�18ER DESIGNATION — SEE DOER SCHEDULE SHEET---
LIST OF ORAW1 N65:
® —
I. DO NOT SCALE DRAWINGS — DIMENSIONS SHALL 67VERN OVER PLAN AND ELEVATION vvk?cm NUMBER DESIGNATION — SEE W 5GHEDULE 5HEET--
DRANN65. LARGE SCALE DETAILS SHALL 60VUN OVER SMALL SCALE DETAILS, D*TLH POINT FROM EXISTIN6 FIN154 LEVEL,N—E55 OTHERWI5E NOTED. XI COVER 5HEET - THI5 5HEET
2. IT 15 INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY 51 PLAN5, 5ECTION5 4 DETAIL5
OMISSIONS IN THE NOTES OR CONTRACT DOGUMEN1'5 SHALL NOT BE CONSTRUED AS
RELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITY EXCEPT FOR ITEMS DI DETAIL5 $ ELEVATION5 5HEET
_ 5PEOFIGALLY NOTED.
3. THE GENERAL CONTRACTOR 15 TO PROVIDE ALL LABOR AND MATERIALS TO
EXECUTE THE WORK AS SHOW ON THESE DRAWINGS WITH THE EXCEPTION OF ITEMS TEXT
MARKED "NOT IN CONTRACT", 'N.I.G.',OR 'BY OTHERS'.
4. THE CONTRACTOR SHALL REVIEW ALL PLANS,NOTE-5,6ENERAL CONDITIONS, AND MTEXT
5PEGIFIGATION5 AND VERIFY ALL 50VERNIN65 DIMEN510N5 ON THE JOB SITE. ALL COPY
VARIANCES OR 015GREPENGIE5 SHALL BE REPORTED TO THE ARGHITEGT PRIOR TO 1
COMMENCING WITH WORK. ANY VARIANCES OR DI15GPRENGIE5 NOT REPORTED TO 2
THE ARCHITECT SHALL BE BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
3
5. THE CONTRACTOR SHALL PROVIDE GENERAL GARIDENTRY AND BLOGKIN6 A5 HID
REQUIRED FOR THIS PROJECT ViHIGH MAY NOT FALL INTO THE JURI5DIGTION OR OF A
SPECIFIC, TRADE,BUT 15 REQUIRED FOR THE PROPER JOB EXECUTION AND CEN RMEWED FOR COIDE COMPLIANCE
3 COMPLETION OF CONSTRUCTION. PHAN CITY OF AT�4NTIC BEACH
A
6. THE CONTRACTOR SHALL AT ALL 11MES KEEP THE PREM1515 FREE OF AC KL.ATION THIN SEE PFRMI S tJR.ADDITIONAL
w OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR OPERATIONS OR THE QUIRE,- OpNDrnO
C3 OPERATIONS OF ANY HIRED SUBGONTRACTOR5 WI'JNIN THE AREA OF WORK. THICK
CQ. - METHODS OF REMOVAL MUST BE AGREEABLE TO THE OMER. AWED BY: DATE:
Z GRAY30
0 1. THEIR SHALL BE NO SUBSTITUTION OF MATERIALS 5PEGIFIED HTHOUT APPROVAL BY
THE OVNER, ARCHITECT OR ENGINEER. MATERIALS MENTIONED BY MANUFACTURER T H I C K T FEX T
' SHALL NOT BE SUBSTITUTED I)NLE55 THE TERM "OR APPROVED EQUAL' 15 NOTED. A
= THE ARCHITECT OR ENGINEER SHALL APPROVE EQUALITY BASED UPON INFORMATION
SUBMITTED BY THE CONTRACTOR. O
..
CD 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND
z REGULATIONS OF THE GOVERNMENTAL AGENCY HAVING JURISDICTION AND SHALL SECTION A-A
CONFORM TO ALL SAFETY AND SANITARY LAH5,CITY,COUNTY,STATE AND/OR SCALE 11• X•=1
`~ FEDERAL ORDINANCES V4410H APPLY.
= q. THE CONTACTOR SHALL KEEP SUFFICIENT WORKMEN ON THE JOB SITE AT ALL TIMES
ON TO PERFORM THE WORK IN THE M05T EXPEDITIOU5 MANNER GON51STENT WITH GOOD
WORKMANSHIP,5OUND BZINE-55 PRACTICE,AND IN THE BEST INTERE5T5 OF THE END -
- 1,15ER.
�7� ip,
z
0-
(U
IT
('9
r-
CD
0
(U
U')
t;
}
F
o_
j U
W
O
I
GRAPHIC SCALE
10 0 5 10 20 40
IN FEET
N89'15'37"E119.26'(FIELD) 1 inch 10 ) ft.
N89'13'58"E g' clk 119.27'(PLAT)
FND Xi" I.P.
FND TI.P. 0.l
�-� (NO CAP)
(NO CAP) 0.4°-�
TD UNE
¢
D
o ASPHALT PAVe#ENTw
NLd -�---
N
a
I
J
-S rM
M
Q23.9' 47.9' } t�J1 Gdia M M
W 39.0'
C (FROM FENCE TO PROP LINE) m m z w o
N O 10'-0"X8'-0" Q U n
PROPOSED
rn 0) COOLER W
G4
SR `" a
I`, H
' c PROPOSED a; �
1 STORY BRICK BLDG x CONCRETE SLAB
#177
4.0' o
a
LTJ GUARDX
RC
°
POST
a CONC
21.9' °
ato
X X Ln
° a cork w�Llc a wooDEN
FENCE
U� ° O r Y -
o ul
0 CK SATELLITE DISH N
EONC Z <0 M
i PARCEL 1 128.85'
N89'13'58"E
O PARCEL 2
a O y
c0
M N 'S
to 0
O r.N a N
O v °: v
Z 7)
z X
IIIN O U- O
ui ASPHALLT PAVEMENT z
O
cV r +,
a: z to D
Q Z5
co
0.2' 0 0
N 0 _
FND 3/4" I.P. to
'
FND Xi" LP. (NO CAP) MO
(NO CAP)
S89'1 358"W 129.57'(PLAT)
$ S89'09'34"W 129.57'(FIELD)
9
I
f r�
3 V1
5 SHEET 71TLE:
z
't
SITE
PLAN
DESIGNED BY
######
L
� 3
A
H _ }
CHECKED BY
w ######
C3 ,
C.
DRAWN BY:
Z Y.G.
C3
W 51TE PLAN
ce DATE:
I"=10' y 8/31/2007
m
SCALE:
CD AS NOTED
i
z _ -
�'"— SHEET SET
cya
o, PROJECT NO.77 7119
c SHEET NO.
z 2 OF 3
J
Q
s
Z
0
F
a
r w
0
EXISTING
RESIDENCE
i
I
8' 4
COOLERHHSEIGHT 7.-6"
COOLER HEIGHT
EXISTING WOODEN FENCE
EXISTING
OWOODEN FENCE
�0
0 0
00
CONCRETE NOTES
�0
1) ALL READY-MIXED CONCRETE SHALL COMPLY WITH ASTM G444*A AND A5
M
HEREIN SPECIFIED AND THE FOLLOWING:
M
A) 28 DAY COMPRESSIVE 5TREN66TH SHALL BE 3000 P51 WITH QUALITY PER AGI 0 00 0 0 0 0 0 0 0
ur�
I -86 OR A5 STATED ON DRAWINGS.
38 0 0 0 0 0 0 0 0 0 0 o Qd �
3"
FROM MAIN BUILDING i— 3"I NGLE
5) THE MAXIMUM SLUMP SHALL BE 3" t I" FOR NON PUMPED CONCRETE AND 4 TO EDGE OF PROPOSED COOLER
2--g-
112" t I" FOR PUMPED CONCRETE s'-s" »' 3"' ANGLE p ,ate U O
MI AGI 318-86 SHALL APPLY. FRONT VIEW E EL VAT1ON FACING N0� SIDE VIEW ELEVATION FACING WEST
G NORMAL HARDENING RATE (TYPE A ADMIXTURE) _ x
v' Qa
SCALE:X2"•1' 0" a SCALE:Xj"=1'—O"
2) DURING CONCRETE PLACEMENT COMPLY WITH AGI 304R-85 AND THE
FOLLOWING SPECIFIC REGUIREMENT5:
SHORT TROU61-15 OR PIPES USED A5 AIDS IN PLACING CONCRETE SHALL BE I
ARRANGED AND USED IN SUCH A MANNER THAT THE INGREDIENTS OF THE I
CONCRETE ARE NOT SEPARATED.
DROPPING THE CONCRETE A DISTANCE OF MORE THAN 4 FEET OR DEP051TIN6 Amono
LARGER QUANTITY AT ANY POINT AND RUNNING OR WORKING IT ALONG THE FORMS
WILL NOT BE PERMITTED.
SPECIAL CARE SHALL BE EXERC15ED TO PREVENT 5PLA51-1IN6 CONCRETE ON
FORMS AND REINFORCEMENT, AND ANY HARDENED 0E3051T SHALL BE REMOVED -_
BEFORE COVERING WITH FRESH CONCRETE.
N
CONCRETE SHALL BE PLACED IN LAYERS NOT OVER 24 DEEP AND EACH LAYER
z g cl
" �
SHALL BE VIBRATED INTO PLACE IN SUCH A MANNER A5 WILL NOT CAUSE THE Lo
INGREDIENT5 TO SEPARATE. WHERE NECESSARY, VIBRATION SHALL BE
SUPPLEMENTED BY HAND 5PADIN6 TO SECURE THESE RESULTS. VIBRATION5 SHALL
BE KEPT CONSTANTLY IN MOTION AND SHALL NOT BE HELD IN ONE LOCATION LONG = N a
ENOUGH TO DRAW A POOL OF GROUT OR WATER FROM THE CONCRETE. MAINTAIN
ADDITIONAL MANPOWER AND SPARE EQUIPMENT TO AVOID BREAKDOWN. N o N
Y
U � p
FOAM INSULATION x
" MAINTAIN REINFORCING IN THE PROPER P051TION DURING CONCRETE PLACEMENT a
OPERATIONS. EXTERIOR ' z o N
3) PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE SIDE CLOSEST
INTERIOR METAL r -D
TO MAIN BUILDI�G z 'n c'n
GOLD OR HEAT, AND MAINTAIN WITHOUT DRYING AT A RELATIVELY CONSISTENT
TEMPERATURE FOR A PERIOD OF TIME NECESSARY FOR HYDRATION OF GEMENT AND 3" ANGLE Y4" BEAD CONTINUOUS SEALANT >- N w
PROPER HARDENING. #12 SCREWS TREATED WOOD SCREED _ 0
4) 5TART INITIAL CURING A5 SOON AS FREE WATER HAS DISAPPEARED FROM 1#122" O.C. 5/8" PLYWOOD
t- 0 i
CONCRETE SURFACE AFTER PLACING AND FINI5HIN6. WEATHER PERMITTING, KEEP 0 1 " O.C. S �'
® 12" O.C. 22 GA. STAINLESS STEEL M
CONTINUOUSLY M015T FOR NOT LE55 THAN 72 HOURS. 4" THICK FIBS
8'-6" X 11'-0'" X 4" R REINFORCED CONCRETE 0
5) HARD STEEL TROWEL FINISH THE CONCRETE FLOOR SURFACE. SLABS SHALL BE CONCRETE SLAB GRADE 2" TO 4" BELOW UISTING
ASPHALT PAVING
TROWELED IMMEDIATELY AFTER FLOATING WITH A POWER-DRIVEN TROWEL=
CONSOLIDATE 5L RFA E-5 BY AN INITIAL AND A FINAL HAND TROWELING OPERATION. a
FINAL TROWELING SHALL BE DONE WHEN A RINGING 5O UND 15 PRODUCED A5 THE
TROWEL 15 PA55ED OVER THE SURFACE. THE FIN15HED SURFACE SHALL BE FREE GRADE 2" MAX
OF TROWEL MARKS AND UNIFORM IN TEXTURE AND APPEARANCE.
6) WHERE FLOOR DRAINS ARE INSTALLED IN FLOOR 5LAB5,THE FLOOR
SHALL BE HELD LEVEL AROUND WALLS AND THE FLOORS SHALL HAVE A
UNIFORM PITCH TO DRAINS OF WITH PITH (SLOPE) AS SHOON DWGS. �-
1.) 3"X3 4" ANGLE ON THREE SIDES. DO NOT PLACE THE ANGLE
-I) ALL EXPOSED CONCRETE E06E5 5HALL HAVE 1/4" CHAMFER(UNLE555 BETWEENTHE UNIT AND THE BUILDING WALL OR IN FRONT OF
OTHERWISE NOTED) CHILLER NOR. SHEET TITLE.
2.) THE 'LIONCRETE SLAB WILL BE 8'-6"X11'-0" WITH THE 11' NEXT
8) BROOM FINISH CONCRETE WALKWAY SURFACES
TO THE STING BLDG WALL 3" FROM THE BUILDING WALL
DETAILS &
ELEVATIONS
SHEET
DESIGNED BY-
CONCRETE/COOLER
YCONCRETE/COOLER INSTALLATION DETAIL ######
.MALE: 1"=I'—O"
CHECKED BY.•
i
DRAWN BY.•
Y.G.
DA TE'
9/3/2007
SCALE:
AS NOTED
SHEET SET
Dl
PRO ECT NO.
7119
SHEET NO.
3 LF 3
9