983 ELDORADO AVEZONE V DESIGN CERTIFICATE
Name TIMOTHY A. KELLEY & DEBRA A. KELLEY Policy Number (Insurance Co. Use)
Building Address or Other Description 983 ELDORADO AVE.
Permit No. BCP2017 -09596 City CLEARWATER State FL Zip Code 33767
SECTION I: Flood Insurance Rate Map (FIRM) Information
Community Name & No. MANDALAY SUB BLK 62. LOT 3 Pane 12i No. 103C0064 Suffix G FIRM Date 9 -3 -03
FIRM Zone(s) AE & VE Seaward of LiMWA (Coastal A Zone) ❑ Yes 0 No
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 Certificate.]
1. Datum ❑ NGVD NAVD ❑ Other
2. Elevation of the Bottom of Lowest Horizontal Structural Member iV /A This J 5 ah. feet above datum
WYOtipn FE) 4U daor porch • IZ' & 13' feet above datum
u I vh,keu�h feet above datum
d. Elevation of Grade
5. Approximate Depth of Anticipated Scour /Erosion used for Foundation Design 1V2 feet feet
-
6. Embedment Depth of Pilings or Foundation Below Lowest Adjacent Grade
SECTION III: Zone V Design Certification Statement
(NOTE. This section must be certified by a Florida licensed engineer or architect.]
Or (Viewed the structural design, plans,
and specifications for construction and (2) the design
nce With accepted standards of practice for meeting the following
r�
ZONE V DESIGN CERTIFICATE
Name TIMOTHY A. KELLEY & DEBRA A. KELLEY Policy Number (Insurance Co. Use)
Building Address or Other Description 983 ELDORADO AVE.
Permit No. BCP2017 -09596 City CLEARWATER State FL Zip Code 33767
SECTION 1: Flood Insurance Rate Map (FIRM) Information
Community Name & No. MANDALAY SUB BLK 62. LOT 3 Pane 1 No. 103C0064 Suffix G FIRM Date 9 -3 -03
FIRM Zone(s) AE & VE Seaward of LiMWA (Coastal A Zone) 0 Yes 12INo
SECTION H: 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 ❑ NGVD Qi NAVD ❑ Other
2. Elevation of the Bottom of Lowest Horizontal Structural Member IV�A This + 5 a1. feet above datum
3. Base Flood Elevation (BFE) 011 door porch • 12' & 13' feet above datum
4. Elevation of Lowest Adjacent Grade vhkAlowrt feet above datum
5. Approximate Depth of Anticipated Scour /Erosion used for Foundation Design ... 2 feet
6. Embedment Depth of Pilings or Foundation Below Lowest Adjacent Grade N/A feet
SECTION 111: Zone V Design Certification Statement
[NOTE. This section must be certified by a Florida licensed engineer or architect.]
I certify: (1) I have developed or reviewed the structural design, plans, and specifications for construction and (2) the design
and methods of construction to be used are in accordance with accepted standards of practice for meeting the following
provisions:
• The bottom of the lowest h ontal structural ber of the est floor (with exception mat or
foundaf , piling, pile s, columns, grade ams and br • g) is elevated t r above the in acco ante
N /A wi e requireme of the Florida Bu' ng Code or cal floodplain m agement regul sons (ma actured
omes and bu�It s exempt from the C, B); and
• TheP4 column foundation and building or structure to be attached thereto is designed in accordance with the
Florida Building Code to be anchored to resist fI ta��i collapse, and lateral movement due to the effects of the wind
and flood loads acting simultaneously on allvbuilditig components, and other load requirements of the Florida
Building Code. The potential for scour and erosion at the foundation has been anticipated for conditions associated
with the base flood, including wave action.
NO
Ektetk M N.t f WISPS' SECTION IV: Breakaway Wall Design Certification Statement N /,}•
[NOTE. T ' sec n must also be certified by a Florida lice engineer or architect when breakawa s exceed a design safe loading
resin ce of 20 pounds per square foot. This requi nt does not apply to open wood/plastic I ce /slats✓louvers or insect screening.]
I certify: (1) I e developed or reviewe a structural design, pla , and specifications for constr tion and (2) the design
and m ds of construction to be d for the breakaway wal re in accordance with the F a Building Code, Building
( E 24) or Florida Building C e, Residential, as applica , and accepted standards of p ctice.
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. / certify the Zone V Design Certification Statement in Section 111 and the Breakaway Wall Design
Certification Statement in Section IV (if applicable).
Mo 4A-5 PE 1-102q0 Certifer's Name Florida License Number
Pre5i d en i- 1>a.ra --r orytc S PE LLC
Title Company Name ,
/Is La,wLi� % r,� - LU Brariael n FL— 335 /1
Addr Ci l / State ZIP
/p- L7 -7a/7 7Z7 -(/SS— //5,
Signs ure Date Telephone
Florida Model Zone V Design Certificate (060915)
983 ELDORADO AVE
BCP2017 -09596
DECK ADDITION - RTC
DECK ADDITION
Zoning: Low Medium Density
Atlas #: 238A
Dara Thomas, PE, LLC - Structural Engineering October 13, 2017 g
To: City of Clearwater - Planning Et Development Department
Permit No.: BCp2017 -09596 (983 Eldorado Ave., Clearwater Beach), Kelley e
Contractor: FDO Home Services, Inc. y sidence, 16 -115
Subject: Permit review comments (10 -6 -17)
To Whom It May Concern:
ditioo
the recent plan review and sub sequel uenf Coo
-,,.� ..�:�.� is in respio�'t0 P
Report. I will address each comment in the order listed on the report
1) Swimming Pool: The pool is existing and is not a part of this permit. The work was done
under a previous permit and is only shown on the drawings for reference purposes.
2) VE Flood Zone certification: The scope of work shown on the drawings does not exceed
the Substantial Improvement limits set forth by FEMA. The cost of improvements falls well
below the 50% allowable threshold. Therefore, pilings are not required for the project.
The new work is designed to the current Florida Building Codes (Building, Residential a
Existing Building), specifically Section 1612.5(2.2). The addition is designed in accordance
with ASCE24 and Chapter 16 of the 2014 Florida Building Code, including the new column
foundations, and is designed to be anchored to resist flotation, collapse and lateral
movement, due to the effects of wind and flood loads acting simultaneously on the
building components of the addition, which is reflected in the permit plans. The work
meets or exceeds all applicable Code standards and regulations. The Engineer of Record
(Dara Thomas, P.E., LLC) can only certify the new work under this permit and does so
accordingly. This is not a guarantee that no damage will be sustained during a flood or
wind event. See a}42 ck z/ -41 rvi 06,00 /5 e s w'' fl• q�
3) Product Approvals Et deck/guardrail:
a) The Contractor has or will submit all required Florida Product Approval numbers for
the Hansen glass products used.
Dara Thomas, PE, LLC - Structural Engineering
b) The Contractor has or will submit the detailed manufacturer specifications (by
Genovations) for the deck flooring and guardrail system.
4) Exterior Door Protection: Any new exterior wall opening (door or window) shall be
protected as per FBC section 1609.1.2 as follows:
a) With impact- resistant units, or
i) Note: In the case of options a, C-j -the Contractor shall provide FL product
approvals.
5) Design Pressures: The Contractor shall provide the appropriate Florida Product Approval
data. (a41ccI rn.ee / des .:5" feess'vreg shown on SA. a/ 3 S'lc.+cs.) 0;
CElectrical & Gas Piping: The Contractor shall provide the required details. The existing
gas line is being utilized for the fireplace. ■O -dec:ifical yr jas helot() SFE •
Fireplace: The Contractor shall provide the unit specifications and shall follow the
manufacturers recommendations for installation, etc. De /e 1 Rree c1.
8) Setback: As stated in the "note ", Section 3 -908 of the LDR allows for the encroachment
shown within the construction drawings.
Respectfully submitted,
\.\\;ikp.
Q 1OENSF l� ��
No. 40290
* -
'PQ STATE OF . �
!o►v a� �E,, .•
Dara Thomas, PE
118 Laurel Tree Way, Brandon, FL 33511
727-455-1156
Certificate of Authorization # 30957
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