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870 BAY ESPLANADEU.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name KENNETH AND PATRICIA JUIP Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 870 BAY ESPLANADE Company NAIC Number: City State ZIP Code CLEARWATER Florida 33767 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) North 1/2 of Lots 1 & 4 together with South 1/2 vacated alley North of and adjacent thereto, Block 41A, Mandalay Subdivision A4. Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least A7. Building Diagram A8. For a building a) Square footage b) Number of c) Total net area d) Engineered A9. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered Residential, Non -Residential, Addition, Accessory, Lat. 27.99687 Long. -82.82392 etc.) RESIDENTIAL Horizontal Datum: insurance. above grade ❑ NAD 1927 adjacent grade 5 x NAD 1983 N/A 2 photographs Number with a crawlspace of crawlspace permanent flood of flood openings flood openings? an attached of attached flood of flood openings flood openings? of the building if the 1B Certificate is being used to obtain flood N/A sq ft or enclosure(s): or enclosure(s) openings in the crawlspace in A8.b or enclosure(s) N/A sq in within 1.0 foot 1.0 foot above adjacent in 763.00 sq ft ❑ Yes x No garage: garage openings in the attached garage within in A9.b 1100.00 sq x Yes ❑ No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number CITY OF CLEARWATER 125096 B2. County Name PINELLAS B3. State Florida B4. Map/Panel Number 12103C0102 B5. Suffix G B6. FIRM Index Date 08-18-2009 B7. FIRM Panel Effective/ Revised Date 09-03-2003 B8. Flood Zone(s) AE B9. Base Flood E evation(s) (Zone AO, use Base Flood Depth) 11.0' B10. Indicate the source ❑ FIS Profile B11. Indicate elevation B12. Is the building Designation Date: of the Base Flood Elevation ❑ Community Determined for BFE in Item B9: Coastal Barrier Resources ❑ (BFE) data ❑ NGVD System CBRS or base flood ❑ Other/Source: depth entered in Item B9: x FIRM datum used located in a ❑ Other/Source: Protected 1929 x NAVD 1988 (CBRS) area or Otherwise ❑ OPA Area (OPA)? • Yes x No FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 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. 870 BAY ESPLANADE Policy Number: City State ZIP Code CLEARWATER Florida 33767 Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. . C2. Elevations — Zones A1—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, Benchmark Utilized: AG0504 Vertical Datum: NAVD88 x Finished Construction AR/AH, AR/AO. enter meters. Indicate elevation datum ❑ NGVD 1929 used x for the elevations in items a) through h) below. NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.0 x the measurement used. feet ❑ meters b) Top of the next higher floor 21.7 x feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) 7.4 x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 12.3 (Describe type of equipment and location in Comments)❑ x feet meters f) Lowest adjacent (finished) grade next to building (LAG) 4.3 x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 5.0 x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 5.3 x feet • meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect I certify that the information on this Certificate represents my best efforts to interpret statement may be punishable by fine or imprisonment under 18 U.S. Code, Section Were latitude and longitude in Section A provided by a licensed land surveyor? x authorized by law the data available. 1001. Yes ❑ No to I understand x certify elevation information. that any false Check here if attachments. Certifier's Name License Number JOHN R BEACH 2984 ( _ ���+ - Title P.L.S. Company Name JOHN R. BEACH & ASSOCIATES, INC.— Address 911 ST PETERSBURG DR W City State ZIP Code OLDSMAR Florida 34677 Signatu r -Ili Date Telephone Ext. l �i 0 03-11-2020 (813) 854-1276 Copy al .ages . this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Co ents (incl . ng type of equipment and location, per C2(e), if applicable) C2 -): A/ V (RIGHT SIDE). B9 CHANGED AT THE REQUEST OF THE CITY OF CLEARWATER. FLOOD VENTS ARE FLOOD F MODEL FFNF08, CERTIFIED FOR 220 SQ. FT EACH. ICC -ES EVALUATION REPORT ATTACHED. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 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. 870 BAY ESPLANADE Policy Number: City State ZIP Code CLEARWATER Florida 33767 Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (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 complete Sections A, Band C. For Items E1—E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters LOMA or LOMR-F request, used. In Puerto Rico only, the elevation is above or below ❑ above or ❑ below the HAG. ❑ above or ❑ below the LAG. 9 (see pages 1-2 of Instructions), ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. with the community's certify this information in Section G. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters E3. Attached garage (top of slab) is ❑ feet ❑ meters E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who 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 knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 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. 870 BAY ESPLANADE Policy Number: City State ZIP Code CLEARWATER Florida 33767 Company NAIC Number SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete 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 elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ G8. Elevation of as -built lowest floor (including of the building: G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: ❑ feet ❑ feet ❑ feet ❑ meters Datum New Construction • Substantial Improvement basement) building site: ❑ meters Datum ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6 OMB No 1660-0008 Expiration Date November 30 2022 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 0 Route and Box No 870 BAY ESPLANADE Policy Number. City State ZIP Code CLEARWATER Florida 33767 Company NAIC Number 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. :Y ++� ';., r. ¢ t rli ::L E[r( '3 _ " _ ;0,1•., v \ ,il 11/11 f. ti: 111111dlll • Photo One Photo One Caption FRONT Clear Photo One oismor Photo Two Photo Two Caption SIDE Clear Photo Two FEMA Form 086-0-33 (12/19) Replaces all previous editions Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30. 2022 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. 870 BAY ESPLANADE Policy Number: City State ZIP Code CLEARWATER Florida 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 Photo Three Photo Three Caption SIDE Clear Photo Three 1111116116 Photo Four Photo Four Caption REAR Clear Photo Four FEMA Form 086-0-33 i 12/19) Replaces all previous editions. Form Page 6 of 6 1C C -ES Eva uatio° aport ESR -3560 Reissued September 2019 This report is subject to renewal September 2020. 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: FLOOD FLAPS®, LLC EVALUATION SUBJECT: FLOOD FLAPS® AUTOMATIC FLOOD VENTS: MODELS FFWF12; FFNF12; FFWF08; FFNF08; FFWF05; FFNFO5 1.0 EVALUATION SCOPE Compliance with the following codes: • 2018, 2015, 2012 and 2009 Intemational Building Code® (IBC) • 2018, 2015, 2012 and 2009 International Residential Code® (IRC) Properties evaluated: • Physical operation • Water flow • Weathering 2.0 USES Flood Flaps® automatic flood vents are used to provide for the equalization of hydrostatic flood forces on exterior walls. Certain models also allow natural ventilation. 3.0 DESCRIPTION 3.1 General: Flood Flaps® automatic flood vents are engineered mechanically operated flood vents (FVs) that automatically allow flood waters to enter and exit enclosed areas. The FVs are constructed of ABS plastic which serves as the FV's housing, and a front grill that contains an anodized metal screen imbedded in polypropylene plastic. On contact with rising flood water, the grill will disengage from its secured position, allowing flood water and debris to flow through in either direction. The FVs are available in two series as described in Section 3.3. The sealed series models contain two rubber flaps that close the FV to the passage of air when using with conditioned areas or sealed crawl spaces. In the same manner as the grill, the two rubber flaps are pushed open by water pressure, allowing water and debris to flow through the FV in either direction. See Figure 1 for an illustration of the Flood Flaps® automatic FV. 3.2 Engineered Opening: The Flood Flaps® automatic FVs comply with the design principle noted in Sections 2.7.2.2 and 2.7.3 of ASCE/SEI 24-14 (2018 and 2015 IBC and IRC) [Section 2.6.2.2 of ASCE/SEI 24-05 (2012 and 2009 IBC and IRC)] for a rate of rise and fall of 5 feet per hour (0.423 mm/s). In order to comply with the engineered opening requirement of ASCE/SEI 24, Flood Flaps® automatic FVs must be installed in accordance with Section 4.0. 3.3 Flood Vent Series Models: Flood Flaps® automatic FVs are available in two series with multiple models and sizes as described in Table 1. The sealed series models, designated FFWF, include two rubber flaps for the prevention of air flow. The multi- purpose series, designated FFNF, omits the rubber flaps. 3.4 Natural Ventilation: Flood Flaps® automatic FV models FFNF12, FFNF08, FFNF05, and FFNFO2 have metal screens with 1/4 inch by 1/4 inch (6 mm by 6 mm) openings and provide 37 square inches (0.02 m2) of net free opening to supply natural ventilation for under -floor ventilation. Flood Flaps® automatic FV models FFWF12, FFWF08, and FFWF05 have not been evaluated for use as openings for under- floor ventilation. 4.0 DESIGN AND INSTALLATION Flood Flaps® automatic FVs are designed to be installed into walls of existing or new construction. Installation of the FVs must be in accordance with the manufacturer's instructions, the applicable code and this report. Flood Flaps® automatic FVs can be installed in wood, masonry and concrete walls up to a thickness of 12 inches (305 mm). In order to comply with the engineered opening design principle noted in Sections 2.7.2.2 and 2.7.3 of ASCE/SEI 24-14 (2018 and 2015 IBC and IRC) [Section 2.6.2.2 of ASCE/SEI 24-05 (2012 and 2009 IBC and IRC)], the Flood Flaps® FVs must be installed as follows: • With a minimum of two openings on different sides of each enclosed area. • With a minimum of one FV for every 220 square feet (20 m2) of enclosed area. ® Below the base flood elevation. ® With the bottom of the FV located a maximum of 12 inches (305 mm) above grade. 5.0 CONDITIONS OF USE The Flood Flaps® automatic flood vents described in this report comply with, or are suitable alternatives to what is ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC. express or implied as to any finding or other matter in this report, or as to any product covered by the report. Copyright ® 2019 CC Evaluation Service, LLC. All rights reserved. ANSI 341121 Page 1 of 4 ESR -3560 Most Widely Accepted and Trusted Page 2 of 4 specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The Flood Flaps® automatic FVs must be installed in accordance with this report, the applicable code and the manufacturer's installation instructions. In the event of a conflict, the instructions in this report govem. 5.2 The Flood Flaps® automatic FVs must not be used in place of "breakaway walls" in coastal high hazard areas, but are permitted for use in conjunction with breakaway walls in other areas. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Mechanically Operated Flood Vents (AC364), dated August 2015 (editorially revised October 2017). 7.0 IDENTIFICATION 7.1 The Flood Flaps® models recognized in this report are identified by a label bearing the manufacturer's name, the model number, and the evaluation report number (ESR -3560). 7.2 The report holder's contact information is the following: FLOOD FLAPS®, LLC POST OFFICE BOX 1003 ISLE OF PALMS, SOUTH CAROLINA 29451 (843) 881-0190 TABLE 1—FLOOD FLAP AUTOMATIC FLOOD VENT MODEL SIZES MODEL NUMBER MODEL DESIGNATION ROUGH OPENING (Width X Height) (inches) VENT SIZE (W X H X D) (inches) ENCLOSED AREA COVERAGE (ft2) NET FREE AREA OPENING' (int) FFWF12 Sealed Series 16 x 8 155/8 X 73/4 X 12 220 NA FFNF12 Multi -Purpose 16 x 8 155/8 X 73/4 X 12 220 37 FFWF08 Sealed Series 16 x 8 155/8 x 73/4 x 8 220 NA FFNFO8 Multi -Purpose 16 x 8 155/8 x 73/4 x 8 220 37 FFWF05 Sealed Series 16 x 8 155/8x 73/4 x 5 220 NA FFNFO5 Multi -Purpose 16 x 8 155/8x 73/4 x 5 220 37 For SI: 1 inch = 25.4 mm; 1 e = 0.093 m2 'For under -floor ventilation only. FIGURE 1—FLOOD FLAPS® AUTOMATIC FLOOD VENT ESR -3560 Most Widely Accepted and Trusted Page 3of4 '. ....a & M. _ SWIM - =MK MA= :r411. IMMO, 86.1.0111111 fang' ---��� 112= ..110111.X '-_-- alle1116/ =NW 411•11.811F /*NM 01141•11 ONO* /11/NOIS• 111.1111.01l 6001INIe 11111.1111011, MINN vemAlt a.wrc MUMS I FIGURE 2—FLOOD FLAPS® AUTOMATIC FLOOD VENT SERIES MODELS 7-N 5 12" DEPTH 8" DEPTH 5" DEPTH FIGURE 3—FLOOD FLAPS® AUTOMATIC FLOOD VENTS MULTIPLE DEPTH OFFERINGS port ES _-,166O FEC Supplement Reissued L] em9n"- Reissued September 2019 This report is subject to renewal September 2020. 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: FLOOD FLAPS®, LLC EVALUATION SUBJECT: FLOOD FLAPS® AUTOMATIC FLOOD VENTS: MODELS FFWF12; FFNF12; FFWF08; FFNF08; FFWF05; FFNFO5 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Flood Flaps® automatic flood vents, recognized in ICC -ES master evaluation report ESR -3560, have also been evaluated for compliance with the codes noted below. Applicable code editions: ® 2017 Florida Building Code—Building ® 2017 Florida Building Code—Residential 2.0 CONCLUSIONS The Flood Flaps flood vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR -3560, comply with the Florida Building Code—Building and the Florida Building Code—Residential, provided the design and installation are in accordance with the 2015 International Building Code® provisions noted in the master report. Use of the Flood Flaps flood vents has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality -assurance program is audited by a quality -assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued September 2019. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2019 ICC Evaluation Service, LLC. All rights reserved; 301111 ANSI Page 4 of 4 AS BUILT SURVEY (FINAL) LOTS 1 AND 4, BLOCK 41A AND THE SOUTH 1/2 OF VACATED ALLEY. "MANDALAY" PINELLAS COUNTY, FLORIDA. 124' 12.3' V O 0 KIPLING PLAZA 5 0908'22" E 120.001M 4 5) Go (05') LOI 2 [1100IC GO 0(P) 101 3 1)1005 4 IA 0 SCM 4"x4" NO ID 2.5'' 125H11 .2 FIBRILS 2D.D'x.. CLZ MAS. WALL (A 2 3.0'.20' NC f ADS 00 M 1)t 0 O p' SCM 45,4' N ONLINE "3. a N JFIK I/2. 25.1' 0 \ F/c `0.4' 0(5 0 0 0 0 N = I FP O E pl 443 LOI 1 111.006 4 1 A GO Or) L4 0 SEC. 5 , TWP. 29 S, RNG. 15 E. BEARING BASIS: REFERENCED TO THE NORTH BOUNDARY LINE AS BEING N 89'44'10" E (ASSUMED) N 0 0) II w THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD. UNDERGROUND FOOTER, STEM WALL, AND UNDERGROUND UTILITIES ARE NOT LOCATED OR SHOWN. � 1 DO NOT SCALE THIS PRINT. DIMENSIONS AND N NOTES TAKE PREFERENCE. TREES SHOWN ARE IN INCHES OF A FOOT. DIAMETER OF TRUNKS MEASURED © BREAST HEIGHT. ELEVATIONS SHOWN HEREON ARE ON 1988 DATUM. = THE SOUTH 1/2 OF VACATED ALLEY.(D) STRUCTURE TIES SHOWN HEREON DENOTES MEASUREMENT FROM FORM BOARDS/FOUNDATION TO PROPERTY LINE. PURPOSE OF SURVEY: TO OBTAIN HORIZONTAL AND/OR VERTICAL DIMENSIONAL DATA TO SHOW CONSTRUCTION IMPROVEMENTS. WOO() GO.04') 5I [lss TWO 5fORY 1 MASONRY RL51DI)NCE 4870 35'.30 0/5 WII II POOL COUII'MENI 30.0' I SIE NOKIN I/205 5.0 L015 1 AND 4 BLOCK 41 A W/F (? 24 2 L2 KEMA) 01:_4 0)- 015 1 AND 4 11(0115 4 1 A (501 INCLUDED) 0 wO <o 1.3'x1.3' � CONC. 5,660(( COL.(TYP.) } O. N 060'w6.0'4160' L S/0 0 /' N 200'W (014 11005 4 I A 1 1 1 GO Or) 1 GO.O'(P) 0LO551) NOKI 11 y2 100 K/W ISA( DESCRIPTION: THE NORTH 1/2 OF LOTS 1 AND 4, BLOCK 41A, TOGETHER WITH THE SOUTH 1/2 OF VACATED ALLEY NORTH OF AND ADJACENT THEREON MAP OR PLAT ENTITLED "MANDALAY, FLORIDA", AS RECORDED IN PLAT BOOK 14, PAGE(S) 32, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LINE TABLE (DEED $ MEASURED) LINE BEARING DISTANCE L I N 00°04'40" E GG.34'(M) GG.30'(D) L2 N 89°44' 1 0" E 1 1 9.79'(M) 120.00'(D) L3 N 00°02' 15" E GG.33'(M) GG.30'(D) L4 S 89°43'52" W 119.84'(M) 1 20.00'(D) 1 O Ci 5IK 1/2' NO ID n F LOWEST FLOOR ELEVATIONS: LIVING AREA: 11.03' GARAGE AREA: 7.35' ELEVATIONS REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM OF 1988. MEAN SEA LEVEL= 00.00 FT. NATIONAL GEODETIC SURVEY BENCHMARK INFORMATION: DESIGNATION -F 3 PID-AG0504 STATE/COUNTY-FL/PINELLAS USGS QUAD-CLEARWATER (1987) ELEV = 2.72' NORTH AMERICAN VERTICAL DATUM OF 1988 APPARENT FLOOD HAZARD ZONE: "AE" BFE 11' COMMUNITY PANEL NO. 12103C0102G EFFECTIVE DATE: 9/3/03 utEGEND: (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, rL= CENTERLINE, A/C= AIR CONDITIONER, ALF= ZALUMINUM FENCE, APU= APPARENT PHYSICAL USE, BFE= BASE FLOOD ELEVATION, C/C= COV. CONC., C/S= CONCRETE SLAB, COR.,= CORNER, CLF= 3CHAIN LINK FENCE, CONC.= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPIP= FOUND PINCHED IRON PIPE, MAS.= MASONRY, NCF= NO CORNER OUND OR SET, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= IGHT OF WAY, R= RADIUS, SIR= SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK No. 4493, S/W= SIDEWALK, TBM= TEMPORARY tBENCHMARK, V/F= VINYL FENCE, W/F= WOOD FENCE, WIT., = WITNESS Square Feet: 7947.3± - JOHN R. BEACH & ASSOCIATES, INC. To SURVEYORS AND MAPPERS p 911 WEST ST. PETERSBURG DRIVE o—e ONI OLDSMAR, FLORIDA 34677 UJ W\Y (813) 854-1276 FAX (813) 855-8370 NOT VALID WITHOUT ORIGINAL SIGNATURE s SURVEYOR AND MAPPER AND SEAL OF A FLORIDA LICENSED Drawn By: MAH Checked By: JRB Scale: 1"=30' Date: 3/9/20 Project Number: 37095 -FINAL Revisions: STEM WALL TIE IN 7/25/18 JMM I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 THROUGH 5J-17.053, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATE STATUTES. DATE H LAND SURVEYOR No. 2984 LB#4493 RTLEY SSIONAL SURVEYOR & MAPPER No.7123 1 1 1 1 1 1 1 1 1 1 BUILDING PLANNING 870 BAY ESPLANADE BCP2017-12658 ELEVATION CERT JUIP, KENNETH Zoning: Low Medium Density Atlas #: 249A R318.8 Foam plastic protection. In areas where the proba- bility of termite infestation is "very heavy," as indicated in Figure R301.2(6), extruded and expanded polystyrene, poly- isocyanurate and other foam plastics shall not be installed on the exterior face or under interior or exterior foundation walls or slab foundations located below grade. The clearanc between foam plastics installed above grade and expo d 1 earth shall be at least 6 inches (152 mm). Exceptions: 1 1 1 1 1 1 1 3. On the interior side of basement walls. I. Buildings where the structural members of w Is, floors, ceilings and roofs are entirely of nonco .us- tible materials or pressure -preservative -mated wood. 2. When in addition to the requirements of S tion R318.1, an approved method of protecting the oam plastic and structure from subterranean termit dam- age is used. 1 1 1 1 1 1 1 1 SECTION R319 SITE ADDRESS R319.1 Address numbers. Buildings shall have approved address numbers, building numbers or approve building identification placed in a position that is plainly 1 gible and visible from the street or road fronting the prope!ty. These numbers shall contrast with their background. Addtess num- bers shall be Arabic numbers or alphabetical letters. Numbers shall be a minimum of 4 inches (102 mm) high with a mini- mum stroke width of inch (12.7 mm). Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. SECTION R320 ACCESSIBILITY R320.1 Scope. Shall be in accordance with the proviisstons of the Florida Building Code, Accessibility. R320.1.1 All new single-family houses, duplexes, tri plexes, condominiums and townhouses shall provide at least one bathroom, located with maximum possible pri- vacy, where bathrooms are provided on habitable grade levels, with a door that has a 29 -inch (737 mm) clear open- ing. However, if only a toilet room is provided at grade level, such toilet rooms shall have a clear opening of not less than 29 inches (737 mm). 3.46 Cp SECTION R321 ELEVATORS AND PLATFORM LIFTS 321.1 Elevators. Where provided, passenger elevators, lim- ed-use/limited-application elevators or private residence elevators shall comply with ASME A17.1/CSA B44. R321.2 Platform lifts. Where provided, platform lifts shall comply wittrRSNIEiS 1___..____ _ RR.3'11.3 Accessibility. Reserved. SECTION R322 FLOOD -RESISTANT CONSTRUCTION R322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas (including A or V Zones) as established in Table R301.2(1) shall be designed and constructed in accordance with the provisions contained in this section. Buildings and structures located in whole or in part in identified floodways shall be designed and constructed in accordance with ASCE 24. R322.1.1 Alternative As an alternative to the requirements in Section R322, ASCE 24 is permitted sub- ject to the limitations of this code and the limitations therein. R322.1.2 Structural systems. All structural systems of all buildings and structures shall be designed, connected and anchored to resist flotation, collapse or permanent lateral movement due to structural loads and stresses from flood- ing equal to the design flood elevation. R322.1.3 Flood -resistant construction. All buildings and structures erected in areas prone to flooding shall be con- structed by methods and practices that minimize flood damage. R322.1.4 Establishing the design flood elevation. The design flood elevation shall be used to define flood hazard areas. At a minimum, the design flood elevation is the higher of: 1. The base flood elevation at the depth of peak eleva- tion of flooding (including wave height) which has a 1 percent (100- ear flood or greater chanceof `being equaTe or exceeded in any given year; or 2. The elevation of the design flood associated with the area designated on a flood hazard map adopted by the community, or otherwise legally designated. R322.1.4.1 Determination of design flood elevations. If design flood elevations are not specified, the building official is authorized to require the applicant to: 1. Obtain and reasonably use data available from a federal, state or other source; or 2. Determine the design flood elevation in accor- dance with accepted hydrologic and hydraulic engineering practices used to define special flood hazard areas. Determinations shall be undertaken by a registered design professional who shall /7.meo (1=LORIDA BUILDING CODE — RESIDENTIAL, 5th EDITION (2014) 1 1 1 1 1 PILL X21 �v�- 725 If swing ng or horizontally sliding hoistway doors and manual horizontally sliding car doors are used and both doors are in the fully closed / position, the space between the swinging o horizontally sliding hoistway door and the ma ual horizontally sliding car doors must rejec a 4 -inch -diameter sphere at all points. Exception: As an alternative to compliance with S tion R321.4.1, Items 2 through 5, a permanent instal tion of a nonremovable, hoistway door space guard allowed. The door space guard must be designed a d installed to withstand a force of 75 pounds applied ho izontally using a 4 -inch -diameter sphere at any locatio within the folds on the car door without permanen deformation. a - R321.4.2 During normal operation, the elevator controller must monitor the closed and locked contacts of the hoist - way door locking device, whether electrical or mechani- cal. If the closed and locked contacts of the landing locks are open while the .-,r , . ,,,.« - -L_ • 870 BAY ESPLANADE BCP2017-12658 ELEVATION CERT JUIP, KENNETH Zoning: Low Medium Density Atlas #: 249A - the ust ow is lc- st- ng _ .... .., with the master elevator key. Additionally, a visual indicator must be visible at all landings until the hoistway door locking device has been returned to the normal operating position and the elevator controller has been manually reset. SECTION R322 FLOOD -RESISTANT CONSTRUCTION R322.1 General. Buil.mgs . d s. cture c . in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in flood haz- ard areas, shall be designed and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed and constructed in accordance with ASCE 24. (70 R322.1.1 Alternative provisions. As an alternative to the requirements in Section R322, ASCE 24 is permitted sub- ject to the limitations of this code and the limitations therein. R322.1.2 Structural systems. Structural systems of build- ings and structures shall be designed, connected and anchored to resist flotation, collapse or permanent lateral movement due to structur. • - • .. - - from flood - n to the design flood elevation. Pe7-4917-12 c R3 Flood -resistant construction. Build s ctures erected in areas prone to flooding sha structed by methods and practices that mini damage. R322.1.4 Establishing the design flood elevation. The design flood elevation shall be used to define flood hazard areas. At a minimum, the design flood elevation shall be the higher of the following: 1. The base flood elevation at the depth of peak eleva- tion of flooding, including wave height, that has a 1 percent (100 -year flood) or greater chance of being equaled or exceeded in any given year; or 2. The elevation of the design flood associated with the area designated on a flood hazard map adopted by the community, or otherwise legally designated. R322.1.4.1 Determination of design flood elevati esign flood elevations are not specified, the,4uilding a. orized tequire theatiplict fo comply with either of .. e . lowin 1. Obtain and reasonably use data available from a federal, state or other source; or 2. Determine the design flood elevation in accor- dance with accepted hydrologic and hydraulic engineering practices used to define special flood hazard areas. Determinations shall be undertaken by a registered design professional who shall document that the technical methods used reflect currently accepted engineering practice. Studies, analyses and computations shall be submitted in sufficient detail to allow thorough review and approval. R322.1.4.2 Determination of impacts. In riverine flood hazard areas where design flood elevations are specified but floodways have not been designated, the applicant shall demonstrate that the effect of the pro- posed buildings and structures on design flood eleva- tions, including fill, when combined with other existing and anticipated flood hazard area encroachments, will not increase the design flood elevation more than 1 foot (305 mm) at any point within the jurisdiction. R322.1.5 Lowest floor. The lowest floor shall be the low- est floor of the lowest enclosed area, including basement, and excluding any unfinished flood -resistant enclosure that is useable solely for vehicle parking, building access or lim- ited storage provided that such enclosure is not built so as to render the building or structure in violation of this section. R322.1.6 Protection of mechanical, plumbing and elec- trical systems. Electrical systems, equipment and compo- nents; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the eleva- tion required in Section R322.2 or R322.3. If replaced as part of a substantial improvement, electrical systems, equipment and components; heating, ventilating, air condi- tioning and plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall meet the requirements of this section. Systems, fixtures, and equip- ORIDA BUILDING CODE — RESIDENTIAL, 6th EDITION (2017) j t 1