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• FLORIDA BUILDING CODE (2010) usI R>J /
E`i CIRN y c r ,t
MAP SHOWING SURVEY OF o N
LOT 31 BLOCK 1 BEACHSIDE AS RECORDED IN PLAT BOOK 42 PAGES 14 14A tJ N
• FLORIDA RESIDENTIAL CODE (2010) aypor —AMERi N r i ;4} ;' 'i1 yY ` a , , `
IrHi hAs } y 14B and 14C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. r.
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• FLORIDA EXISTING BUILDING CODE {2010 %05COVECTE s c ! - s ; `p �,u�,ro- ,r `,' "r , Q
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VILLOWICOVECT EAIA
• QYE c�t}t
SCALE: 1"m20'
LI LANDINGFLORIDA MECHANICAL CODE (2010) z
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VINO 25' RIGHT OF WAY PAVED
• FLORIDA PLUMBING CODE .(201.0)
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FLORIDA PLUMBING CODE (2010) `a x , ,: FOUND 1/2 IRON S Q3 18'60 50.07 Z�9.5 --- ------•,
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&AFARW GAGE 5' EASEMENT RADIUS
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CODR1NCRETEVE DUMPSTER
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SQUARE-. FOOTAGE INFORMATION a 00
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FENCE
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f , 4ti ' 4 c ` 3 STORY STUCCO LOT 32 -`-�
STRUCTURE HEIGHT AND OF S c� N
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' { t i I 1 S�t t
LOT 30 RE�DENCE �Ft890
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• r $`atta 0 'MAXIMUM HEIGHT OF THE STRUCTURE: N/A s - 0
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• NUMBER OF STORIES. CItyw a. 1 1 r' ' r ,r +' 1 '' `r ' ` O CONCRETE V r R PSC 1
THREE 1
:�. 51, ;,,x, _.t, co PORCH 21.4' o
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Ap FIT Q�g BER APt I i Y,a A r°' ' m � O PADS
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TYPE OF -CONSTRUCTION �� ,�`L �� 6 N L LOT 31 _
H VALLEY N,>S :,; .: ..---—w / f`1
• ~ - O• Wool)D _ ' Oat' ¢
PRATE EEMENTGROUP R 3 RESIDENTIAL
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• FOUND 3/919 0.8 • f 60.0?Ia >~ LB!3872°N to _.. _ _ <
TYPE V B V�CINITY MAP LS, , N 03°° 19 00' UV _ _ _
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• UNSPRINKLED -' N 03'23'57" W 60.14` (FIELD) ( L1_I S
II LOT 11 q
x LOT 12 >
• CLASSIFICATION OF WORK: ALTERATION—LEVEL 2 C
W �
SITE CONSIDERATIONS FOR CONSTRUCTION: NOTES LTJ
THIS IS A BOUNDARY SURVEY.
fBEARINGS BASED ON THE NORTH LINE OF LOT 31,
L MATERIAL INFORMATION DUMPSTER, PORTABLE TOILET, MATERIAL STORAGE AREA AS PER PLAT. Q%
& PARKING WILL BE LOCATED ON THE CONCRETE DRIVE. EA BOLDING RESTRICTION ONES PER PLAT. �
EASEMENTS SHOWN ARE FOR DRAINAGE, SANITARY SEWERS,
ROOFING MATERIAL SHALL MEET THE THE REQUIREMENTS OF CHAPTER 15 WATER , AND OTHER UTILITIES. O
I OF THE 2010 FLORIDA BUILDING CODE AND CHAPTER 9 OF THE 2010 THIS SURVEY WAS MADE FOR THE BENEFIT OFDAVID H. MCQUAIG; OLD REPUBLIC NATIONAL W
TITLE INSURANCE COMPANY; WASHINGTON MUTUAL W
FLORIDA RESIDENTIAL CODE. THE THE PROPERTY SHOWN HEREON APPEARS TO AND W DARRELL & DEBORAH F. SUMMER /
> LIE IN FLOOD ZONE "X" ( AREA OUTSIDE 500�
COMPONENT & CLADDING P. S. F. v 1 � LZ
DETERMINED' FROM THE WELL
INSURANCEQ
P. SIZE END ZONE (5) INTERIOR ZONE (4) RATE MAP" COMMUNITY PANEL No. 120075
LOADINFORMATION 0001 D, REVISED APRIL 17, 1969 FOR THE
1� (S. F. ) POS. `F" NEG. — CITY OF ATi.APt7fC• BEACH, FLORIDA.
POS. + NEG. - m
k LIVE LOADS AND CONCENTRATED LIVE LOADS PER FBC TABLE 1607.1 0-- 'NOT VAup WITHOUT THE SIGNATURE AND THE
20 18. 2 24 4 18. 2 19. 8 DONN W. BOATWRIGHT, P.S.M. n
FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 U)
ORIGINAL RAISED SEAL OF A FLORIDA LICENSEDFLA.
AND MAPPER.` RECHECK: SEPTEMBER 16, 2003 FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 20-50 17. 4 22. 8 17. 4 : 19. 0 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE. MARCH 30, 2000
WIND ZONE I-NF0 fR WN BY: DAF 1500 ROBERTS DRIVE
( UNLESS SPECIFIED BY THE ENGINEER OF RECORD)-
50-100 16. 3 20. 6 16.3 . 17. 9 FILE #: 03-1110 JACKSO(�VILLE BEACH, FLORIDA 241-8550 SHEET-I-OF _I___
-
I�
>100 15. 5 19. 0 15. 5 17. 0
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, p •,,
t AND MEETS THE REQUIREMENTS OF SECTION 1600 OF THE _ _ __. Y � y REVISIONS
�I REVIEW 10-3-14
2010 EDITION OF THE FLORIDA BUILDING CODE. 2' Eym' 'WRED FONR Com,C'0p f Y . ,
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�= THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION Am-MR
16
• BASIC WIND SPEED (M.P.H. — 3—SECOND GUST) 130 M.P.H.
I
V e r I rl e Architect CONTRACTOR SHALL ERIFY ALL t:
• AND
WIND IMPORTANCE FACTOR. ] ATOTDHIEIONS OB SI EOONS ANDNNIOTIFY THE
ARCHITECT OF ANY
k DIMENSIONAL ERRORS, OMISSIONS
I JackOS nvil e BThird each,�tFl. OR DISCREPANCIES BEFORE
r I BEGINNING OR FABRICATIING ANY
E • WIND EXPOSURE CATEGORY. B 32250 WORK.(;904-)24.6—1 150 THESE DRAWINGS ARE THE
PROPRIETARY WORK PRODUCT
BUILDING CATEGORY. ENCARCHITECT, DEVELOPED FOR THE
DATE 10-2-14
ENCLOSED
� � I AND PROPERTY OF VERMEY
I • LOSED DrawnBy: Reviewed By: EXCLUSIVE USE OF VERMEYn
SC GV ARCHITECT. USE OF THESE Di AWN B a SCH
q � �-1
DRAWINGS AND CONCEPTS
• INTERNAL PRESSURE COEFFICIENT: f.18 Draw Qate: Print Date: ti.,^ CONTAINED THEREIN WITHOUT CHECKED BY
THE WRITTEN PERMISSION OF
10/02/ia 10/10/14
,= SHEET NO. OF
PROHIBITED AND
FOR DAMAGES
ARCHITECTVERMEY
C 0- v S E
d Cs MAY SUBJECT
;ICA I�O.:^AR4 630 YOUTOACLAIM
FROM GERARD VERMEY.
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REMOVE WINDOW
5'-2" 7'-10" 5'-8" FILL-IN OPENING
— 1,_81„
6'-524'-O„
„ 3'-11„ 3'-O„ 4,-4„
1
•
0 0 0 , 0 U(DGLASS
r SHR. LIN. CLOSET SHELVES
a a n
0I NEW EXT. DOOR 16"x24"
DOOR---,n O
in 00 1-LITE FIB. IN EXIST. 00 00
N (0 8 CMU WALL c0 N GO
C0 00
N o NEW HEAQEf2
N (SEE DETAIL) LO (3) 2x8 N REPLACE DOOR p
2068 2068 C-4
1-LITE FIB.
77 206
NEW HEADER ^ CN
(3) 2x8 I ° 2668 U N
5068 6068 SGD
I � 3'-31„ r a d-
2x6 BEARING WALL �raIb LO I nom- p
N T NEW TILE FLOORS I
00
(BY OTHERS) w
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EXISTING INTERIOR WALL 2x6 BEARING WALL 20-
2668 NEW NON-BEARING r'
INTERIOR WALL m
2x4 WD. STUDS C� Q
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16" O.C. W/ 1/2" UP
n SHEETROCK EA. SIDE
00 USE W.R. SHEETROCK
IN SHOWER AREA
io 00
CD EXIST.
NHEAER
4F-0
1p S-Y Q
13'-4" 15'-3" p
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8"x8"x48" RECESSED
PRECAST U-LINTEL =
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I, w U V 0a'R LI- /.r=-�1u V `E N 0WA7 a N F L 0a G� p�Q�] m
SCALE: 1/4"=V-0" I SCALE: 11/4"=V-0"
U
CIS
- _ 3211 EXISTING CMU WALL � z
x�
NEW DOOR U . a Q
OPENING #5 VERT. EA. SIDE Z
►� ►� LEI SLAB
W/COCHEADER STUD REQUIREMENTS
>
r >
c� a
OPENING WIDTH HEADER SIZE # OF JACK STUDS EACH END # OF KING STUDS EACH END W
I
1'-0" to 4'-0" (3) 2x8 1 2 n W
4'-1" to 9'-0" (3) 2x10 2 2
9'-1" to 16'-0" (3) 2x12
EXIST, FLOOR 3 2
Fl GF. o NEW DOOR 0 P E N I N G IN CMU WALL"A L L TYPICAL MPSON TAE 4DSTRAP
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11 KING STUD — Q
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TYPICAL 3' DOOR & WINDOW OPENING p
{ ELECTRICAL LEGEND: 00
JACK STUD
GROUND FAULT RECEPTACLE
k ' S LIGHT SWITCH
SF FAN CONTROL SWITCH
S3 3-WAY SWITCH
jill
j
SJ JAMB SWITCH REVISIONS
:I
REVIEW 10-3-14
RECESSED CEILING LIGHT FIXTURE COMMENTS 10-9-14
j 0 (ALL 4" CANS U.N.O.)
WALL MOUNTED LIGHT FIXTURE
G
-�- CEILING MOUNTED LIGHT FIXTURE
'f
4—
FAN/LIGHT COMBO
V e r m e y Architect CONDITIONS AND DIMENSIONS
i.
CONTRACTOR $HALL VERIFY ALL
AT THE JOB SITE AND NOTIFY THE
420 Third St. South DIMENSIONAL ERRORS, OMISSIONS
ARCHITECT OF ANY
.,
Jacksonville BeachFI
OR DISCREPANCIES BEFORE
a
32250 WORIKNING OR FABRICATIING ANY DATE 7-28-14
04)246-1150 THESE DRAWINGS ARE THE
NEW\y(n1'/�J] �r2� Ind �,/l^u� /l/l^��, �L ! PROPRIETARY WORK PRODUCT
`V V L�L� �J�tJ ll 1%L L�LJ �J + V! AND PROPERTY OF VERMEY DRAWN BY SCH
tJ V L� ""' ARCHITECT, DEVELOPED FOR THE
Drawn By: Reviewed By: (/r� EXCLUSIVE USE OF VERMEY CHECKED BY
V ARCHITECT. USE OF THESE
SCALE 1/411=11-011 SCH GV _ DRAWINGS AND CONCEPTS
i CONTAINED THEREIN WITHOUT SHEET NO, OF
Draw Date: Print Date: THE WRITTEN PERMISSION OF
a 7/28/14 10/10/14 VERMEY ARCHITECT IS
page: v PROHIBITED AND MAY SUBJECT
—g— YOU 70 A CLAIM FOR DAMAGES
A-1 of 1 Lic.No.: AR4630 FROM GERARD VERMEY. Ami
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