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340 PALM ISLAND SEU.S. DEPART171ENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL E�IERGENCY MANAGEMENT AGENCY ��n��,�rtr�>��rt��s��„�<,�� P��afr, important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION A1. Building Owner's Name Centex Capital Corp. A2. Building Street Address (including Apt., Unit. Suite. andJor Bidg. No.j or P.O. Route and Box No. 340 Palm Island SE Ciry ClearvJater State FL ZIP Code 33767 OMB No. 1660-0008 Expiration Date: July 31, 2015 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 22. Unit 6A. island Estates of Clearwater Pid:0 5-29-1 5-4 34 1 6-000-02 20 A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory. etc.) Residential A5. Latitudel�ongitude: Lat. 27.9841_N Long 82.8165 W Horizontal Datum. ❑ NAD 1927 � NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain Fiood insurance. A7. Building Diagram Number 1a A8. For a building with a crawispace or enclosure(s): A9. For a buiiding rvith an attached garage: aj 5quare footage of crawlspace or enclosure(s) nia sq ft a) Square footage of attached garage 528 sq ft b) Number of permanent flood openings in the crawispace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade n/a within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b n.'a sq in c) Total net area of flood openings in A9.b n;a sq in d) Fngineered flood openings? ❑ Yes � No d) Engineered flood openings? ❑ Yes � No SECTION B- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name City of Clearwater, 125096 Pinellas B4. MaplPanel Number 65. Suffix B6. FIRM Index Date 67. FIRM Panel B8. Flood 12103C0102 G 09/03iO3 EffectivelRevised Date Zone(s) 09/03/03 AE B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile � FIRM ❑ Community Determined ❑ OtherlSource: B11. Ind�cate elevation datum used for BFE in Item 69: ❑ NGVO 1929 � NAVD 1988 ❑ Other/Source: 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Othenvise Protected Area (OPA}? Designation Date: ___ ❑ CBRS ❑ OPA 63. State FL B9. Base Flood Elevation(sj (Zone AO, use base flood depth) 11.0 ■ - �� . SECTION C- BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Buiiding Under Construction' � Finished Construction `A ne4v Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A3Q AE, AH, A(with BFE), VE, V1-V30, V(with BFE}, AR, AR,'A, AR!AE. AR/A1-A30. AR?AH, AR;AO. Compiete Items C2.a-h belo:�.� according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: NGS Benchmark# AG0298 Vertical Datum: Elevation 11.82. NAVD88 - -- _---_ _ . __ _ __ Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 � NAVD 1988 � Other!Source: Datu�n used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (induding basement, cravvispace. or endosure fioorj 7.06 b) Top of the next higher floor n!a. c) 6ottom of the lowest horizontal structural member (V Zones only) n/a. d) Attached garage (top of slab) 6.34 e) Lowest elevation of machinery or equipment servicing the building 6.53 (Describe type of equipment and location in Comments) f} Lo�.vest adjacent (finished) grade next to building (LAG) 6.2 g) Highest adjacent (finished) grade next to building (HAG) 6.5 h) Lo�,vest adjacent grade at lowest elevation of deck or stairs, inGuding structural support n/a. Check the measurement used. � feet ❑ meters ❑ feet ❑ meters ❑ feet ❑ meters � feet ❑ meters � feet ❑ meters � feet ❑ meters � feet ❑ meters ❑ feet ❑ meters SECTION D- SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I undersrand that any fa/se statement may be punishable by frne or imprisonment under 18 U. S. Code. Section 1001. � Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments licensed land surveyor? � Yes ❑ No Certifier's Name Joseph E. Williamson, PLS License Number 6573 Title Lic�fi�ed FLSurveyor Company Name Vision Land Service S Pennsyivania Ave City Winter Park State FL ZIP Code 32789 FEM�4 Form 086-0-33 (7/12) 05/27!15 Telephone (888) 399-8474 See reverse side for continuation. ♦*��eP„;Wii�n�ry�� . �.�``��? NSE NuM��J i : G� Q�c'•.. „ p., . ��;� NA.8573 ::i j�v^'"'2_._.._.........�.......: � �?"t STA7E CF �� J �.c'�•"• FLORIDA l i �' : ��.:.. 'i��rri�i +�+1�� Replaces all previous editions. na.i: v �� v+v �.c�� i�r ��.n i a:� Ya�c c IM�ORTA►JT: In these spaces, copy the corresponding information from Section A. Building Street Address (inciuding Apt., Unit, Suite, and/or Bidg. No.) or P.O. Route and Box No. 340 Paln, Island SE City Clearwater 5tate FL ZIP Code 33767 SECTION D— SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community officiai, (2) insurance agent/company, and (3) building owner. Commen±s ftem C2e was located on the Air Conditioner Pad Signature Date 05/27!1 S SECTION E= BUILDING ELEVATION INFORMATI(3N (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE} For Zones AO and A(without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B. and C. For Items E1—E4, use natural grade, if avaitable. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or belo�v the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom fioor (induding basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement. cra�vlspece, or endosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Sectio� A Items 8 and!or 9(see pages 8-9 of Instructionsj, the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is __ _._ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery andior equipment servicing the building is ❑ feet ❑ meters ❑ above or � belo4v the HAG. ES. Zone AO only: If no flood depth number is available, is the top of the bottom fioor elevated in accordance with the community's fioodplain management orcfinance? ❑ Yes ❑ No ❑ Unknoevn. The local official must certify this information in Section G. SECTION F— PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative �vho completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my kno�vledge. Property Owner`s or Owner's Authorized Representative s Name Address Signature Comments City Date State ZIP Code Telephone — U Check here if attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can compiete Sections A; B, C(or E), and G of this Elevation Certificate Complete the applicable item(s) and sign below. Check the measurement used in items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the efevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(�✓ithout a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G 10} is provided for community floodplain management purposes. G4. Permit Number G5 Date Permit Issued G6. Date Certificate Of ComplianceJOccupancy Issued G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-buiit lowest floor (including basementj of the building: ❑ feet ❑ meters G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters G10. Community`s design flood elevation: __ ❑ feet ❑ meters Local Official's Name Community Name Signature Commenfs FEMA Fonr 086-0-33 (7112) Title Telephone Date Datum Datum Datum ❑ Check here if attachments. Replaces ali previous editions. � ELEVAT[ON CERTIFICATE, page 3 guilding Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE ' Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Numbec'` 340 Palm Island SE City Clearwater State FL ZIP Code 33767 Company NAIC Nurnber: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View°; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. � ,� 6 Front of House FEMA Form 086-0-33 (7/12) Replaces all previous editions. . � �ELEVATIONCERTIFICATE,page4 guilding Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FoR ttvSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 340 Palm Island SF City Cleanvater State FL ZIP Code 33767 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. �� ..4 �. �e��s �p �, �; � zF ba�' . £ € <� �„a ��°:'' .. . . . . .n� �, ,.. �i ��,� '�. � �;� �.� � , ��°a�* ;? . ,; � r �� ,��"� �.�. ,�.,��%,=� � t " t;6 , : _.:x.,� 'r: Rear of House FEMA Form 086-0-33 (7/12) Replaces all previous editions. Certification �f Engin�ered �iood Openings 1�1 accordance with NFiP, FEMA TB 1-08, and ASCE/SEI '14-05 I hereby certify that the Craw1 Space Door Systems flood vents 816C5, 1220CS, 1232CS, 1616CS, 162RCS, 1632CS, 2032C,S, 2424C5,, and 2436C5 are designed in accordance witt� the requirements of the NFIP "Flood ins}irance ManuaP' (2011).to provide`automatic' equalization of hydrostatic ftood forces by a{lowing for the entry and exit of floodwaters, when praper{y instatfed and sized as set forth below. 7his certification follows the desigr requirements and specifications established in FEMA Technical_BuHetin 1=08, "Openings 'sn Foundation Wal�s and Walls of Enclosures Beio�.v Elevated Buitdings +n Spec+al F400ci 4iazatd Areas", and the ASCE Standard for "Fiood Resistant Design and Construciian" (ASCE/SEI 24-05}. The actuai vent opening rneasurements were determined and certified by Mr. Christopher Mark Loney, Virginia PE No. 029040. Calculations are based on the spreadsheet formulas, and "Review of certitication of Engineered Flood Openings, dated lanuary 16, 2012" prepared by Dr. Georg Reichard, Associate Professor of Building Construction, Virginia Tech. Design Characteristics Section 2.6.2.2 of ASCE 24 provides an equation to determine the required net area of engineered openings (Ao) fior a given enclosed area (Ae). This equation is based on the hydraulic formula for the flow rate across sharp edged orifices. 1 have utilized this equation to calculate 1) the respected flow rate through the individual openings between louvers; 2) the fPow rate through the main frame opening in case the louver is blown out during a flood event; and 3) the flow rate of water flowing through louver blades following hydraulic short tube theory. The ultimate maxirnurn total enclosed area (Ae) that can be serviced by a single vent has then been determined by utilizing the lowest flow rate of the three assessed scenarios for each vent and is listed in Table I. These values are based on the following assumptions: H x W Ao A • In absence of re)iable data, the rates of rise and fall have been ") Mode! �in) � (inz] (ftZj assumed with 5 feet/hour; -- — ---- � 816CS 8 x 16 106 205 • The (maximumj difference bet�veen the exterior and interior �— 1220CS 12 x 20 + 237 500 floodwater levels has been assumed with 1 foot during base r; 1232CS 12 x 32 306 645 flood conditions � ' --- — -- • A factor of safety of 5 has been assumed, which is consistent u 1616CS 16 x 16 1$4 395 with design practices related to protection of life and property; � 1624CS 16 x 24 _ 312 670 __ • The net area of openings (Ao) as provided by the manufacturer. '� 1632CS 16 x 32 408 835 � 2032CS 20x32 630 1240 Installation Requirements and Limitations � 2azacs 24 x 24 570 iz3o This certification will be voided if the following installation ❑ 2436CS 24 x 36 852 1765 requirements and limitations are not enforced: Table 1 Maximum total enclosed area (Ae) that can be • There shall be a minimum of two openings on different sides of served by each individual model based on the each enclosed area; given net area o# engineered openings (A�) • The bottom of each required opening shall be no more than 1ft above the adjacent ground level; • No temporary (e.g. during cold weather) or perrranent sofid cover may be placed inta or over the f{ood vent that wrould block the automatic entry or exit of floodwaters at any time; • Where analysis indicates rates of rise and fall greater than 5 ft/hr, the total enclosed area as given in Table 1 shal4 be reduced accordingly to account for the higher rates of rise and fall. ign Professional �`��Iitl� Name, Title Steve A. Geci, President, Gec+ & Associates Engineers, Mc. - -------- ----------- Address 2950 N 12`h Avenue, Pensacoia, FL 32503 L;cense Signature Protessiona! Engineer, Licerf"se;No. 33658 �--------^--- - — — ---==—�'—. , . ,. � s6� _ :, � � �... ..-'�' � G ty�� — — � 5� � �G ENS;,��'� � —� ; � F . � --- s � ; �. 33658 � � � ----� • � �,..�� * • s . % �. STATE OF � �+` � � .�.. � - -� — —� _. _� � - -- Identification of the Building and Instalied Flood�Vents (By t�rh��-�l �i,, 0�1(q� ,,�� The flood vent models marked in Table 1*) are neing ins[alled at the following bi �� 7��N Q� ' �% _ _ ___.__ -----_____ — , , la�`�' ----------- BuildingAddr�ess BCP2015-07084 �� '� - ------------- -------- -_ _ ___ --- ----- �.,.r SFR DEVON DRIVE PROJECT JOB 0117 Zoning: Low Medium Density Re Atlas #: 276A