734 ELDORADO AVEC
V ZONE DESIGN CERTIFICATE
Name Policy Number (insurance Co. Use)
Building Address or Other Description -] 311 E (_;orc ckb Av(vi t
Permit No. City C IEc.r: - - r Bec,( 1,\ State Ft- Zip Code 3376 7
SECTION I: Flood Insurance Rate Map (FIRM) Information
Community No. I ZS -09 (c Panel No.1Z/0 3ccioz Suffix r!r FIRM Date FIRM Zone(s) V
SECTION 11: Elevation Information Used for Design
[NOTE: This section documents elevations used in the design► — it does not substitute for an as -built Elevation Certificate.]
1. Datum "R.EVI•SED''!..p.L.A . ................0 NGVD NAVi:,t
#� �t a,OhW
2. Elevation of the Bottom of Lowest Fiorlis t effttu-aitrytt , . y 19 •99 feet above d..
3. Base Flood Elevation (BFE)C t_. 1 V C
{� t 3 , t feet above d: " 0
._
4. Elevation of Lowest Adjacent Grade 3 feet above d
5. Approximate Depth of Anticipated Scour/Erosion used for Foundation Design ............... y. 0 feet above c ,z 'm
by
6. Embedment Depth of Pilings or Found>ttWwtpttcgtp N.T 35.0 feet above c o m o 471
0
CITY OF CLEARWATER
SECTION HI: V Zone Design Certification Statement
[NOTE. This section must be certified by a Florida licensed engineer or architect.]
I certify: (1) that I have developed or reviewed the structural design, plans, and specifications for construction
design and methods of construction to be used are in accordance with accepted standards of practice
following provisions:
• The bottom of the lowest horizontal structural member of the lowest floor (with the exception
foundations, piling, pile caps, columns, grade beams and bracing) is elevated to or above the BFE.
with the requirements of the Florida Building Code and local floodplain management regulations; and;
The pile and column foundation and building or structure to be attached thereto is designed in accca,;
Florida Building Code to be anchored to resist flotation, collapse, and lateral movement due to the ef ,
and flood loads acting simultaneously on all building components, and other Toad requirement;
Building Code. The potential for scour and erosion at the foundation has been anticipated for conditiv, i.
with the base flood, including wave action.
SECTION IV: Breakaway Wall Design Certification Statement
[NOTE. This section must also be certified by a Florida licensed engineer or architect when breakaway walls exceed a design safe loading
resistance of 20 pounds per square foot. This requirement does not apply to open wood/plastic lattice/slats/louvers or insect screening.]
I certify: (1) that I have developed or reviewed the structural design, plans, and specifications for construction and (2) that the
design and methods of construction to be used for the breakaway walls are in accordance with the Florida Building Code,
Building (ASCE 24) or Florida Building Code, Residential, as applicable, and accepted standards of practice.
SECTION V: Certification and Seal
This certification is to be signed and sealed by a Florida licensed professional engineer or architect authorized by law to
certify structural designs. i certify the V Zone Design Certification Statement in Section Ill and the Breakaway Wall Design
Certification Statement in Section IV (if applicable).
G4-gti
Certifiers Name
csis :-
3s{ 59
Title
7C (, T►. Avu
Address
License Number
Company Name
( fekrsb,i
FL
City State
33701
ZIP
Z
Signa re
Date
Florida Model V Zone Design Certificate (April 16, 2012)
leph•ne
Place Sea
Here
.4 A
V ZONE DESIGN CERTIFICATE
Name Qo.S 1^.c,,r -i (C ( jv r) Policy Number (Insurance Co. Use)
Building Address or Other Description 13 E 1 r ivrct.c 6 Avcvii e
Permit No. BCPZo f-o5077 City Oec,r:.._"... r i3ectr In State EL Zip Code 33-/G-7
SECTION 1: Flood Insurance Rate Map (FIRM) Information
Community No. i Z'O'O`) ( Panel No. WO3Ccla2 Suffix rr FIRM Date kr. 3 2003 FIRM Zone(s)\4-/3
SECTION II: Elevation Information Used for Design
(NOTE: This section documents elevations used in the design - it does not substitute for an as -built Elevation Certifica e.J
1. Datum 0 NGVD NAVD 0 Dther
2. Elevation of the Bottom of Lowest Horizontal Structural Member (9.1 4 feet above datum
3. Base Flood Elevation (BFE) 4 C' feet above datum
4. Elevation of Lowest Adjacent Grade S3 feet above datum
5. Approximate Depth of Anticipated Scour /Erosion used for Foundation Design. ( feet above datum
6. Embedment Depth of Pilings or Foundation Below Lowest Adjacent Grade......... ..... . 35.0 feet above datum
SECTION 01: V Zone Design Certification Statement
(NOTE. This section must be certified by a Florida licensed engineer or architect.)
certify: (1) that I have developed or reviewed the structural design, plans, and specifications for construction and ( ) that the
design and methods of construction to be used are in accordance with accepted standards of practice for m eting the
following provisions:
The bottom of the lowest horizontal structural member of the lowest floor (with the exception of m t or raft
foundations, piling, pile caps, columns, grade beams and bracing) is elevated to or above the BFE in rdance
with the requirements of the Florida Building Code and local ftoodplain management regulations; and
The pile and column foundation and building or structure to be attached thereto is designed in accordan with the
Florida Building Code to be anchored to resist flotation, collapse, and lateral movement due to the effects f the wind
and flood loads acting simultaneously on all building components, and other load requirements of t e Florida
Building Code. The potential for scour and erosion at the foundation has been anticipated for conditions ssociated
with the base flood, including wave action.
SECTION IV: Breakaway Wait. Design Certification Statement
[NOTE. This section must also be certified by a Florida licensed engineer or architect when breakaway walls exceed a design s fe Loading
resistance of 20 pounds per square foot. This requirement does not apply to open wood/plastic Iatti celslatMouvers or insect reening. J
certify: (1) that I have developed or reviewed the structural design, plans, and specifications for construction and ( ) that the
design and methods of construction to be used for the breakaway walls are in accordance with the Florida Buil ing Code.
Building (ASCE 24) or Florida Building Code, Residential, as applicable, and accepted standards of practice.
SECTION V: Certification and Seal
This certification is to be signed and sealed by a Florida licensed professional engineer or architect authorized by law to
certify structural designs. 1 certify the V Zone Design Certification Statement in Section III and the Br+ 'UJI Design
Certification Statement in Section IV (if applicable).`
14. g. Gt-gHeniL41
Gertifier's Name License Number
Y 4 :< `7G. +1 iuvv../% {S-ne. 4
Title Company Na
C c, L( 'c £.4 5#. Name
Ptkrsb y
Address City
Florida Model V Zone Design Certificate (April 16, 2012)
734 ELDORADO AVE
BCP2017- 05077A
V ZONE
BASHAM RESIDENCE
Zoning: Low Medium Density
Atlas #: 24
Name
/ � ` G,/ ._J�, "� r
V ZONE DESIGN CERTIFICATE
Policy Number (lnsurance Co. Use)
Building Address or Other Description � 3L-� E ���c,�cic�.c �-�v���...te
Permit No. City C l�c��;,,,<�� r �j� c1c � State F�-- Zip Code 33 '
SECTION 1: Flood Insurance Rate Map (FtRM) Information
Community No. i ZS` 0`j (L Panel No. (Zf� 3ccioz Su�x �r FIRM Date FIRM Zone(s) V4-
SECTION II: Elevation Information Used for Design
jNOTE: This secction documents elevations used in the design - it does not subsfrtute for an as-built Elevafion Certificate.J
1. Datum ... ... ...... ... ... .. . . . . . . . . ' � " ... ... ...... ... � NGVD j� NAVC o n � Qi �1
. .... . . . .. . . ...... .E!�/����E D....F��L14i� ��
2. Elevation of the Bottom of Lowest Hori�a�t el�e,�q ..... ... ...... �`I feet above d.. �� D n��
R��C�C���. �i.�.. .....
3 Sase Flood Elevation (BFEj ... ... ... ...... ... ... ......... ...... ... ...... ... ... ... ... ... ...... ... ........ ... I 3 . � feet above d , a � N il
4. Elevation of Lowest Adjacent Grade ............... .... . ��3 feet above d � m � r
.���.{�.�...z{�3� ... ......................... � � �1 v
5. A p p r o x i m a t e D e p t h o f A n t i c i p a t e d S c o u r/ E ro s i o n u s e d f o r F o u n d a t i o n D e s i g n ... ...... ...... . G fee t a bove c �: rn � O
6 Embedment Depth of Pilings or Found�t�OA��y��vy����_r�tj��e{��,,,, ,,,,,,,,,:35.0 feet above c:;� m o
CITY O� CLEARWpTER N ,� �
SECT14N 111: V Zone Design Certification Statement ,� �
(NOTE. This section musf be cerfified by a Florida licensed engineer or architect.J Q
! certify: (1) that I have developed or reviewed the structural desi n, lans and s ecifications for construction D� - D
9 P , p � C
design and methods of construction to be used are in accordance with accepted standards of practice .� rn
foilowing provisions:
• The bottom o# the lowest horizontal structural member of the lowest floor (with ttie exception �
foundations, piling, pile caps, columns, grade beams and bracing) is elevated to or above the BFE D
with the requirements of the Florid3 Building Code and local floodplain management regulations; and
• The pile and column foundation and building or structure to be attached thereto is designed in accc
Florida Building Code to be anchored to resist flotation, collapse, and lateral movement due to the ef.:
and flood loads acting simultaneously on all building components, and other load requiremenb
Building Code. The potential for scour and erosion at the foundation has been anticipated for condit��„� q��1yy�4�vv
with the base flood, including wave action.
SECTION IV: Breakaway Wall Design Certffication Statement �
(NOTE. This section must also be certified by a�lorida licensed engineer or a�hitect when breakaway walls exceed a design safe loa.ding
resistance of 20 pounds per squa� fuot. This requirement does not apply to open wood/plastic lattice/slats/lowers orir�sect screening.J
i certify: {1 } that I have developed o� reviewed the structural design, plans, and specifications for construcfion and (2) that the
design and methods of construction to be used for the breakaway walls are in accordance with the Florida Building Code,
Building (ASCE 24) or Florida Building Code, Residential, as applicable, and accepted standards of practice.
SECTION V: Certlficatfon and Sea!
This certification is to be signed and sealed by a Florida licensed professional engineer or architect authorized by law to
certify structural designs. I certify fhe V Zone Design Cerf�cation Statement in Section Ill and the Breakaway Wal! Design
Certifrcation Sfatement in Section IV (�f applicab/e).
��
T�itle
Tti
3�{5c�
License Number
U�i� r � ./� i
Address �A,v City, , , State
0
Florida Model V Zone Design Certificate (April 16, 2012)
3370
ZIP
i'!�t�c' `�c�ii
F-ier�
iZ)lb