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223 ISLAND WAYU.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important Follow the instructions on pages 1-9. Copy aN pages of this Elevation Certificate and aN attachments for (1) oommun OMB No. 1660 -0008 Expiration Date: November 30, 2018 - - -- -� SECTION A - PROPERTY INFORMATION -.._ �...r ....,, ...... � ... .......... ......�. FOR INSURANCE COMPANY USE Al. Building Owner's Name ISLAND WAY TOWERS, LLC Policy Number A2. Building Street Address (induding Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 223. ISLAND WAY Company NAIL Number City State ZIP Code • CLEARWATER, Florida 33767 A3. Property Description (Lot and Blodc Numbers, Tax Parcel Number, Legal Description, etc.) 08-29- 15-43326- 000 -0060 M. 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 a) Square footage b) Number of c) Total net area d) Engineered Residential, Non - Residential, Addition, Accessory, etc.) Lat. 27 deg. 58' 45.7" Long. 82 deg. 48' 57.9" RESIDENTIAL Horizontal Datum: obtain flood insurance. 1.0 foot above adjacent above adjacent grade • NAD 1927 grade p NAD 1983 61 2 photographs of the building if the Number 1A Certificate is being used to 10,850 sq ft with a cxawispaoe or endosure(s): of c rawtspace permanent flood of flood openings flood openings? with an attached of attached permanent flood of flood openings flood openings? or endosure(s) openings in the crawlspace in A8.b 12,200 sq or endosure(s) within in sq ft within 1.0 foot sq in 0 p Yes • No garage: garage 0 openings in the attached garage in A9.b 0 • Yes p No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number CLEARWATER / 125096 B2. County Name PINELLAS B3. State Florida B4. Map/Panel Number 12103 C 0102 B5. Suffix G B6. Date Index 08/18/2009 B7. E Panel Revised Date 09/03/2003 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) Zone AO, use Base 11' B10. Indicate the source ❑ FIS Profile B11. Indicate elevation B12. Is the building Designation Date: of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ Other /Source: p FIRM • Community Determined datum used located in a for BFE in Item 89: Coastal Barrier Resources /Source: • NGVD 1929 p NAVD 1988 • Other System (CBRS) area or Otherwise Protected Area (OPA)? • Yes p No • CBRS • OPA orm 086 -0-33 (7/15) Replaces all previous editions. Fomi Page 1 of 6 OMB No. 1660 -0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (induding Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 223 ISLAND WAY Policy Number. City State ZIP Code CLEARWATER, Florida 33767 Company NAIC Number SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Rico C1. Building elevations are based on: • Construction Drawings* • Building Under Construction" IM Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Benchmark Utilized: CITY OF CLWR. BM G-04.5 Vertical Datum: 3.85' AR/A1 -A30, AR/AH, AR/AO. only, enter meters. Indicate elevation datum used for the elevations in items a) through h) below. • NGVD 1929 13 NAVD 1988 • Other/Source: Datum used for building elevations must be the same as that used for the BFE. floor basement, crawlspace, or enclosure floor) 6 3 Check the measurement used. p feet • meters a) Top of bottom (including floor 15 3 p feet • meters b) Top of the next higher (V Zones only) meters c) Bottom of the lowest horizontal structural member N/A p feet • d) Attached garage (top of slab) servicing the building 6 3 p feet • meters e) Lowest elevation of machinery or equipment (Describe type of equipment and location in Comments) to building (LAG) 5.2 ©feet • meters f) Lowest adjacent (finished) grade next next to building (HAG) 5.7 p feet • meters g) Highest adjacent (finished) grade deck or stairs, including 5. 2 In feet • meters h) Lowest adjacent grade at lowest elevation of structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sea led by a land surveyor, engineer, or architect authorized by /certify that the information on this Certificate represents my best efforts to interpret the data available. statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. law to certify elevation information. l understand that any false longitude in Section A by a licensed land surveyor? ® Yes • No p Check here if attachments. Were latitude and provided Certifier's Name License Number LARRY L EVANS FL LS No. 2937 e. Place an Here Title LAND SURVEYOR Company Name EVANS LAND SURVEYING, INC. Address 1480 BELTREES STREET STE 9 City State ZIP Code DUNEDIN, Florida 34698 Signature • Date Telephone 05/04/2016 (727) 734 -3821 Copy all pages • this levation Certificate an all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (induct' • = of equipment and location, per C2(e), if applicable) C2.e): ELECTRICAL MAIN SWITCH GEAR & WATER HEATERS ARE ON THE GROUND FLOOR. BOTH AREAS ARE FLOOD PROTECTION CERTIFIED. (SEE ATTACHED CERTIFICATION.) A8.d): "SMART" VENTS ARE USED. Cnr n Donn 9 of F FEMA Form 086-0-33 (7/15) Replaces all previous editions. ELEVATION CERTIFICATE OMB No. 1660 -0008 • 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. 223 ISLAND WAY 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 LOMA or LOMR -F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspaoe, or endosure) is • feet • meters • above or ■ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is • feet ❑ meters • above or • below the LAG. 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 9 (see pages 1 -2 of Instructions), 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 and/or equipment servicing the building is • feet • meters • above or • below the HAG. E5. Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's this information in Section G. floodplain management ordinance? • Yes • No • Unknown. The local official must certify 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. orm 086 -0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660 -0008 • IMPORTANT: In these spaces, copy the corresponding information from Section A. ....p..c.w.• ..o.r.. .wWi'.. 1INGU .7V, GUI 10 FOR INSURANCE COMPANY USE Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 223 ISLAND WAY 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 Sections A, B, C (or E), and G of this Elevation used in Items G8 -G10. In Puerto Rico only, enter to administer the community's floodplain management ordinance can complete Certificate. Complete the applicable items) and sign below. Check the measurement meters. from other documentation that has been signed and sealed by a licensed surveyor, by law to certify elevation information. (Indicate the source and date of the elevation E for a building located in Zone A (without a FEMA - issued or community- issued BFE) is provided for community floodplain management purposes. 01. • The information in Section C was taken engineer, or architect who is authorized data in the Comments area below.) G2. • A community official completed Section or Zone AO. G3. • The following information (Items 04 -G10) G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for • New Construction • Substantial Improvement G8. Elevation of as -built lowest floor (including of the budding: G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design Hood elevation: basement) ■feet ■meters Datum building site: • feet • meters Datum • feet • meters Datum Local Officiars Name Title Community Name Telephone Signature Date Comments (induding type of equipment and location, per C2(e), if applicable) • Check here if attachments. Form 086 -0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. OMB No. 1660-0008 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. 223 ISLAND WAY 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. _ r..w. ._.. ...w .w-v n� Phob One Photo One Caption FRONT VIEW / 05/04/2016 _LAO"'. iimiTai Photo Two Photo Two Caption REAR VIEW / 05/04/2016 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2018 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. 223 ISLAND WAY 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. Photo One Photo One Caption TYPICAL VENTS Photo Two Photo Two Photo Two Caption FEMA Form 086-0-33 (7/15) Replaces all previous editions, orm age b o U.S. DEPARTMENTJlli Ii16ttAEL 9 c FE YERAt EMERGENCY MANAGEMENT AG Nett 41:11 toed Ili +.r nrr ` -. i;, EVELOPMENT DEPT OF...CLEAKWAFEK__ The floodpr000ing o non -rest en ta ut • togs may be permitted as an alternative to elevating to or above the Base Flood Elevation; however. a floodproofing design certification is required. This form is to be used for that certification. Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the Insurance rating unless the community has been issued an exception by FEMA to allow floocproofed residential basements. The permitting of a floodproofed residential basement requires a separate certification specifying that the design complies with the local floodplain management ordinance. FLOODPROOFING CERTIFICATE FOR NON - RESIDENTIAL STRUCTURES OMB No. 1660 -0008 Expiration Date: July 31. 2015 BUILDING OWNER'S NAME .!- 5E,/Nib 1e% eAA)ERS LL[, STREET ADDRESS hrtAio: AoL- Unrt, Suite, erW /or 81Ag, Numtle• ZZ3 .U5A4 )b why OTHER DESCRIPTION (Lot ana Blocs Nan t�rs .) . OR P.O. ROUTE AND BOA NUMBER etc,: Pd%'i✓L ; tt og•-z1- K- 1131Z6-ova -006.0 CfTY C t c�4aew A-v S ATE ZIP CODE FLc b9 337/7 SECTION 1- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the fopawing from the proper FIRM: CoAYtuNI: Y NL:MAER 1Z. Sv9N: '4'.E NUNKKR ►Z.Io3C OiOt YJEri. rcrt o, ss'NOT.N o$ -1R -Q1 nacate elevation datum used for Base Flood Elevation shown above ❑ NGVO 1929 DITHAVD 1988 ❑ other /Source- 'P4 Mut SASE rl00p DA IN ('m *030 e5. it Pr SECTION 11- FLOODPROOFING INFORMATION (By a Registered Professional Engineer or Architect) Elevations are based on: 0 Construction Drawings WEuilding Under Construction Floodproofng Design Elevation Information; Budding is f oodproofed t0 an elevation of feet (In Puerto Rico only: _meters). ❑ NGVO 1929 V NAVO 1988 ❑ Other /Source' (Elevation datum used mtat be the same as that used for the Base Flood Elevation.! Height of Iloodproofing on the budding above the lowest adjacent grade is 7. Z fl Finished Construction feet In Puerto Rico only meters) For Unnumbered A Zones Only Highest adjacent (ffn:shed) grade nest to the budding (HAG) _S__ . feel on Puerto Rico only: meters) 0 NGVO 1929 f ,NAVO 1988 ❑ Other /Source: (NOTE: For insurance rating purposes. the building's rmodoroofed design elevation must be at least 1 toot above the Base Flood Elevation to receive rating credit. H Ma s boodpfoofed only to Inc Base flood Elevation, Men the building's insurance rat *.ngwrit result in a higher premium-) SECTION 111- CERTIFICATION (By a Registered Professional Engineer or Architect) Non - Residential Floodproofed Construction Certification: /certify that. based upon development and /or review of structural design. specifications. and plans for construction. the design and methods of construction are m accordance with accepted standards of practice for meeting the following provisions The structure. together with attendant utilities and sanitary facilites. is watertight to the itoodproofed design elevatum indicated above. wits waits that are substantially impermeable to the passage of wale!. • All S *tractural components are capable of resisting hydrostatic and hydrodynamic flood forces. mcludrg tae effects of buoyancy and antic,oatec debris impact totes. certify that the information on this cerrilcate represents my best efforts to interpret the data evadable. 1 understand that any (ants statement may be punishable by fine or imprisonment under 18 U.S. Code. Section 1001. COMFIER NAME �.v D y tip, ;tom) TITLE rkinitsfEdi ADDRESS 1.741( SIGNATURE LICENSE NUMBER (a A'e■ Seal} A-St ISSo3 COMPANY NAME CITY ►�'cSX s) SrytFS AgrorranwrE rA>r+,.PA- DATE c21.t5.Z chi y made of th Certificate for lI community ofticiat, 2) Insurance agent /company, and 3) building owner. STATE ZIP- COX X14 PHONE ICI -=HI -L "co FEUA Form 0$E,. 4 tRCnaed 1/12; REPLACES ALL P11Ei40115 E01`IOP:c u\JL JUL 20 2015 c, ,•;, aC nal lELOPIIRENT DEPT avannah Fl n SITE SPECIFIC DRAWINGS FOR ISLAND WAY TOWERS PROJECT SAVANNAH FLOOD P1.OTECTION 3567 91st Street North, Suite 4 Lake Park, Florida 33403 561.656.2556 561.656.2599 0Kennedvailimvannahtrims.com BDudashAeavannahtrin .com THIS DRAWING BEING SUBMITTED FOR REVIEW AND APPROVAL RGNEWE MOANDPROVED WITN NO GU NGU REVIEWED ANO APPROVED AS NOTED SIGNED DATE Drawing Index Cover Sheet COVER Notes Ni Panel location Plan Al Panel Elevations A2 Panel Details/Sections A3 !CATION M. NOT EEON IARL CONTRIIOTO! auwmvEO MI MOM* MAN MALMO' TO CRAY D6AWEION6 DELAY *LIVERY • lens lee_ .us..ae npwMNiNeeMM an to Me ▪ Yp w w • NePaf They ney.Ir.. neadueld e Mn.YINT s. .C.p . M.wNTAeA ha Calm*. Oc. IASamnA TOO, omorit ISLAM WAY TOM OS Zoning: Idend EOM* Neighbor Mos #: 2678 l Soma* Tmm 8r:. 3567 9161 N. Sete 4 wee Pei PL3343 Moor 561.606.2658 Far 661.656.2698 ...S.amehtth e.wm o Q e F 6-4 -14 GENERAL NOTES : 1. The structural design of these Removable flood Shields is generic and has been designed for hydrostatic hydrodynamic and impact debris flood loads *nth water pressures corresponding to 1 foot above maximum water height and flow speed of 5 ft/sec. up to 6 I/sec. in order to certify minimum required flood elevation to top of flood Shields. 2. It shall be determined, on a job by job basis, the required Shield height and flow speed for the design of Removable Flood Shields, based on PEMA's cntena (See Note #3) as per ASCE Installation and construction of these Flood Shields for use within flood hazard areas shall be in accordance with the American Society of Civil Engineers Flood Resistant Design and Constriction Standard SEVASCE 7 -10. 3. Design cntena has been based on PEMA flood proofing non - residential structures manual PEMA 102, and PEMA Technical Bulletin 3 -93. 4. Requirements for aluminum flood bamers, terminology, tolerances, standards of performance and workmanship are those specified as Type 2 closures in Chapter 7, Sec. 701.2.1 of the US Army Corps of Engineers 'Flood Proofing Regulations'. These Type 2 Flood Closures/Damen will allow 'Slight Seepage' dung hydrodynamic and hydrostatic pressure flood conditions. This should be addressed by the design professionals and usage of sump or bilge type pumps is strongly recommended. 5. Shields are only installed on a 9(' or 'At Flood Zone. This condition shall be verified and the engineer shall be notified if not compiled ■nth. G. flood Shields shall not be installed within areas where ice flows or ice jams occur. 7. Flood Shield manufacturer to install and use gaskets and approved sealants following all the recommendations and specifications of the manufacturers respectively. 6. Existing slabs and walls adjacent to opening where Flood Shied is to be installed shall be given a surface treatment by means of water proof sealer before flood shield is installed. Stucco and Concrete Surfaces must be smooth, square, plumb and level. 9. Existing slabs and walls adjacent to openings where Flood Shields are installed shall be structurally designed by engineer of record, to sustain the same hydrostatic. hydrodynamic and impact pressures that correspond to maximum water elevation above finished floor at top of Shield, based on cntena mentioned in Note #3. 11. Separation of Shield to window/door shall be measured from back of Shield to window/door including any knob. handle, or protruding device. and shall be 2' minimum. 12. All aluminum extrusions to be 6063 -T6 alloy, except that 2 "x4'x I /4" and top tubes shall be 6061 -T6 alloy. 13. All sheet metal screws shall be as manufactured by ITW/Buildex for equal) "'MK Screws ", and to be made of stainless st. 14. All bolts to be galvanized steel ASTM A -307 designation or 304 Serves Stainless Steel. 15. All aluminum skin to be 5052 -1132 or 3004 -1134 alloy. 16. Panel Assembly Screws shall be of water resistant design (rubber washers). All silicone sealants to be Dow 995 or equal We. 17. All gaskets installed shall be %'e" thick dense 20 durometer rubber. 18. All welding to conform to the Amencan Welding Society AWS D I.2. 1998 Regulations. Use certified welders. Use ER -5356 Electrodes. 19. These drawings are generic in nature but Of required) be supported by application specific engirieenng. The supporting engineenng may dictate some changes which will be reflected on the final "application specific" drawings, for specific project. 20. Surfaces against which the sealing gasket presses must be built "paper - smooth" to prevent excessive water intrusion, beyond that allowed by requirements. All surfaces must be plumb, square and level. 21. Responsibility for filing the building "Flood Proofing Certificate" is the responsibility of the owner's architect andior engineer and not of Savannah Flood Protection. Inc. 10. Drop-in and calk-in anchors embedded into concrete for removable diagonal brace if applicaWe22 Base Hood elevation for this location is I I' 0". installation. as well as at bottom angle of Shields shall be covered with a stainless steel sidwalk bolt to protect their inside hole from dust, so that machine screws can easily be installed at time of flood warning. Note: Savannah Trims reserves the right to modify the system and components while meeting the PEMA / CORP. of Engineers Requirements. 23. Pmeh grade at the location is 4,76' to 6.00 and the flood panel installed height is 6'4 ". n i r I Li • • cilf2 6 Z inr . •J ; z '-713f6" 5'-5" '43f6" 6" S-0" 6" *4" .1% PLAN VIEW 5'-5" 1Y4' THIS DRAWING SWIG SUBMITTED FOR REVIEW M4D OPPROVAL 0 wire MO AMMO 0 IIIIVS*10 AND APPROVED All DAM • • •;. :• • I'-71X6* 4 1'-7{5" 1 " • • • • 1• • L c ELEVATION VIEW OPENINGS 1 SCALE: W*1%0" MI 11215111111311 IY4" ELEVATION VIEW OPENINGS 2 " . r-11 . * r-113/4" 1Y4" 04 1 4_14 • ,....) 1 1 -I • : , . 4 : " i • — mi– - L:7! as I • C ... I a • i. , . L nr 1 -to f L ,- i e__, , , •f_ • 1 1 : *_ _ .i. • , Aro 1 i............ ........, •,- -- In -,. . 1 ...,_ 1 - -r , , 1. • -_,. 1 1 •. • Mir , .,:_-- :-, j 4 , , • II :111111111111111( aillmEr ELEVATION VIEW SCALE: W=1'4' OPENINGS 3.4 SCALE: W=1.4" The Ideas drawings, words and representations hereon am dm sots property of Savannah Trims, Inc. and their Waled txmlImmiss. They may not be used or reproduced with out the written consent of ft* Savannah Trims. Inc. Corporation. I '‘ Sarni Trokile. 3547 91%N. Suge 4 Libera1rt.33403 Rion MUM Fr 561.656.2319 mirienmaliimo•• ■. =Mb Al 30F4 The Ideas drawings, wads and repr e•ntaBons hereon are the sole properly of savannah alms, Incl. and their related companies. They may not be used or mproduced with out the Witten consent of the Savannah Trlrns, Inc. Corporation. THIS DRAWING BEING SUBMITTED FOR REVIEW AND APPROVAL p REVIEWED AND APPROVED WITH NO c4w4o S p REVILWED AND APPROVED AS HOTTED SIGNED DATE 3/8•x4• CENSE 20 DUROIIETER RUBBER CONT. GASKET PLATE RLL MELO HEGIT W/ FAL SAS • 10' AIM O.C. TO VERTICAL 243 TUBE CONT. ALUM. MP TUBE ,125• KUM. SKIT (EXIERI ) W/114x3/4• S.M. S AND NEOPRENE WASHER • t0. O.C. TO TUBE FRABE Al MOUND PENNAETEA AND AT VERTICAL TUBES 3/0 MU BOLTS • 12. 0.C. STARTING 0 3' FROM TOP OF SNELO - 1d3Q 1N3Wd013A3C( 'r? ^ ,.; i, stoa i 1n M) PANEL SPLICE OUT SCALE: 3 " -1' -0" CNC. ROCK CR POURED CONC. RILL rem r. CAIRN • moos • If O.C. vt/it INN. PENETRATION INTO CONC. W/ -20 SMM.S 2'x2"11/4• CONT. NIA. MIRE VERT. TO 2•x4" TUBE SRMIE (CEO VENICE NIO40 To N.W. MOLE AT FLOOR) CONT. VELD AT LB2ER/SPUC[ Yi2XI /4" Carr. RUN NIOIE AT FLOOR i' 6' 4' T/PCONS • 6'0C. 2W CONT. Ni*(. O ENOS Dour .125' ALUM. SION VRAPPED /MID SCES (Fx101210 214 MIT. AU/. TOP net 4" OFF -SET JAMB (CMU & STUCCO) SCALE: 3"-V-0" 2x6"4 TUBE CONNECTING MULTIPLE PANELS 21204" STRUC. MCLE AT FACN SPIKE MID AT ENO Of !NOEL )f I SS. THRU -BOLAS 2 "x4"4" CONT. ALUM. TOP TUBE (WELD 2X4 TUBE 10 VERTICAL TUBES AT EACH SIDE) 125" ALUTA SKIN (EXTERIOR) W/ 114x3/4• S.M.S. W/ NEOPRENE WASHER • 10' 0.C, AT EACH 2x2 HORIZCVIAL TUBE HORIZONTAL BRACE SCALE: 3"_1' -0" SECTION NEW SFDWN MTN 216' 110420Na& BRACE 125• AUAL SKIN MIRROR) • 044/4' SMS. N/ NEOPRENE SEER 0 10' O.C. AT 0404 2x2 4ORCONIK TUBE I/2 FLU NNW NEWT DEERE 20 BUROkE1ER RUBBER CONT. CASKET 2"x2'1/4' CONT. ALUM. MOLE W/ 114x3/4" S.M. S. W/ REOPRDE WASHER 0 C 0.0. IDREC•N4T TO 24 BOT10M TUBE TROVE I /YxY OMR 20 OUAOME1ER RUBBER CONT. CARET 3 /ro MK N MOORS 0 12 0.0 W/1 I/4" MIN. PENETMININ 6R0 CONIC. W/ 3/0•-20 ISMS DOSING COMp1E1E SI/8 OR CONCRETE FOOTNO REOro. Swell Tree,Ire. 35E7 SI M N. Su4a 4 We Pal 4133403 Row 061.050506 Fac 561.6561596 wnSa aaakTri s tan TAMPA. FLORIDA • Island Way Towers Flood Panel Take Off 2-10-14 FLOOD PANEL 10 OPENING SIZE IN PEET & INCHES OPENING SIZE NI INCHES OVERALL PANEL OPENING SIZE r MAX PANEL INSIGHT: • 110.1 MAX PANEL WIDTH: • 2E0 nnonpa * Mt 111131455 . WM 0n) W113111 (110 NNW 60) $q F7 ght LPL Pir N.' el itseli. jwill Ms. el p..0 .4" Peall commis 0184101n 1 4 6 itindle• 111.'"Ad• 71W� 34.31 soli 240.11.15 3 06 1 0 0 211 1 00.11 4" 13111111T 1 Thiu 1 2 3 0 Itinchns 40:10111a 10-10011 20.33.'R 177.24.15 2 Os 1 0 II 240 1 N 4" OMIT 4 Thin 1 2 3 4 4Elneese 02."wkle MVO 27.44•400 1621 120 2 Iwn• 1 0 0 Al 1 OS 4" WOW • Thiu T 4 3 4 451noto6 Ithvkle M100 21.14.I 1112.11.111 1 pat 1 0 0 20.0 1 N 4" 01•111ET • Tinu • SUB TOTAL ===> : IUI .. ?-- - 1as . .:100!:',-IiI‘.1. • . ., • '- kin WWWI Per Opereee LP Pawls we .peel. $o* of Meer WM Pews Jon* Pews 1* 41 Woken N°H.daw SINN •.m Mho" ISERVIC EVAE CC LUATION ICC -ES Report 1CC -ES 1 (800) 423 -6587 1 (562) 699 -0543 1 www.icc- es.org 223 ISLAND WAY BCP2013 -08244D Fri. ADDED INFO ISLAND WAY TOWERS Zoning: Island Estates Neighbor Atlas #: 267B ESR -2074 Reissued 02/2015 This report is subject to renewal 02/2017. DIVISION: 08 00 00— OPENINGS SECTION: 08 95 43— VENTS /FOUNDATION FLOOD VENTS REPORT HOLDER: SMARTVENT PRODUCTS, INC. 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 08071 EVALUATION SUBJECT: .11 111 JAN 2 9 2016 PLANNING & DEVELOPMENT _DEPT I 1 • F _ RWATER SMART VENT* AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1540 -520; #1540 -521; #1540 -510; #1540 -511; #1540 -570; #1540 -574; #1540 -524; #1540 -514 ICC ICC ICC + c PMG L1STED Look for the trusted marks of Conformity, "2014 Recipient of Prestigious Western States Seismic Polity Council (WSSPC) Award in Excellence" A Subsidiary of cocoa 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 © 2015 --� ICC SERVIC EVAE LUATION �s Most Widely Accepted and Trusted ICC -ES Evaluation Report ESR -2074* Reissued February 2015 This report is subject to renewal February 2017. www.icc- es.org 1 (800) 423 -6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DMSION: 08 00 00—OPENINGS Section: 08 95 43— Vents/Foundation Flood Vents REPORT HOLDER: SMARTVENT PRODUCTS, IN 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 0807' (877) 441 -8368 www.smartvent.com info@smartvent.com EVALUATION SUBJECT: HTM JAN 2 9 2016 PLANNING & DEVELOPMENT CITY OF CLEARWA'fER "k The water level stabilizes, equalizing the lateral forces. Each unit is fabricated from stainless steel. Smart Vent° Automatic Foundation Flood Vents are available in various models and sizes as described in Table 1. The ° artVENT°Staccing Model #1540 -511 and FloodVENT° tacking Model #1540 -521 units each contain two vertically arranged openings per unit 2 Engineered Opening: he FVs comply with the design principle noted in Section 2.6.2.2 of ASCE/SEI 24 for a maximum rate of rise and fall DEPTCf 5.0 feet per hour (0.423 mm/s). In order to comply with engineered opening requirement of ASCE/SEI 24, Smart Vent FVs must be installed in accordance with Section 4.0. 3.3 Ventilation: The SmartVENT° Model #1540 -510 and SmartVENT° Overhead Door Model #1540 -514 both have screen covers with 1/4- inch -by -1 /4-inch (6.35 by 6.35 mm) openings, yielding 51 square inches (32 903 mm2) of net free area to supply natural ventilation. The SmartVENT° Stacking Model #1540 -511 consists of two Model #1540 -510 units in one assembly, and provides 102 square inches (65 806 mm2) of net free area to supply natural ventilation. Other FVs recognized in this report do not offer natural ventilation. 4.0 DESIGN AND INSTALLATION SmartVENT° and FloodVENT° are designed to be installed into walls or overhead doors of existing or new construction from the exterior side. Installation of the vents must be in accordance with the manufacturer's instructions, the applicable code and this report. The mounting straps allow mounting in masonry and concrete walls up to 12 inches (305 mm) thick. In order to comply with the engineered opening design principle noted in Section 2.6.2.2 of ASCE/SEI 24, the Smart Vent° 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 200 square feet (18.6 m2) of enclosed area, except that the SmartVENT° Stacking Model 81540 -511 and FloodVENT° Stacking Model #1540 -521 must be installed with a minimum of one FV for every 400 square feet (37.2 m2) of enclosed area. • Below the base flood elevation. • With the bottom of the FV located a maximum of 12 inches (305.4 mm) above the higher of the final SMART VENT. AUTOMATIC FOUNDATION FLOOD VENTS: MODELS 81540420; 81540521; 91540.510; 91540511; 81540-570; 81540.574; 91540-524; 81540-514 1.0 EVALUATION SCOPE Compliance with the following codes: • 2012, 2009 and 2006 International Building Code° (IBC) • 2012, 2009 and 2006 International Residential Code° (IRC) • 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the AD BC. Properties evaluated: • Physical operation • Water flow 2.0 USES The Smart Vent° units are engineered mechanically operated flood vents (FVs) employed to equalize hydrostatic pressure on walls of enclosures subject to rising or falling flood waters. Certain models also allow natural ventilation. 3.0 DESCRIPTION 3.1 General: When subjected to rising water, the Smart Vent* FVs internal floats are activated, then pivot open to allow flow in either direction to equalize water level and hydrostatic pressure from one side of the foundation to the other. The FV pivoting door is normally held in the dosed position by a buoyant release device. When subjected to rising water, the buoyant release device causes the unit to unlatch, allowing the door to rotate out of the way and allow flow. *Revised July 2015 ICC -ES Evaluation Reports are not io 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 sae. There is no warrvatty by ICC Evaluation Service, LLC, express or intphie4 as to any finchng or other mater in this report, or as to any product covered by the report. Copyright 0 2015 Cb Pape 1 of 2 ESR -2074 1 Most Widely Accepted and Trusted grade or floor and finished exterior grade immediately under each opening. 5.0 CONDITIONS OF USE The Smart Vent° FVs described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The Smart Vent° 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 Lions in this report govern. 5.2 The Smart Vent° FVs must not be used in the place of "breakaway walls' in coastal high hazard areas, but Page 2 of 3 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 October 2013 (editorially revised May 2014). 7.0 IDENTIFICATION The Smart VENT° models recognized in this report must be identified by a label bearing the manufacturer's name (Smartvent Products, Inc.), the model number, and the evaluation report number (ESR - 2074). TABLE 1 —MODEL SIZES MODEL NAME MODEL NUMBER MODEL SIZE (in.) COVERAGE (sq. ft) FloodVENT° 1540 -520 153/4" X 73/4" 200 SmartVENT° 1540 -510 153/4" X 73/4" 200 FloodVENT° Overhead Door 1540 -524 153/4" X 73/4' 200 SmartVENT° Overhead Door 1540 -514 153/4" X 73/4" 200 Wood Wall FloodVENT° 1540 -570 14" X 8314" 200 Wood Wall FloodVENT° Overhead Door 1540 -574 14" X 83/4" 200 SmartVENT® Stacker 1540-511 16" X 16" 400 FloodVent® Stacker 1540-521 16" X 16" 400 1 uiui = .r mm: i square root = ESR -2074 I Most Widely Accepted and Trusted Page 3 of 3 FIGURE 1 -SMART VENT: MODEL 1540-510 FIGURE 2 -SMART VENT MODEL 1540 -520 FIGURE 3 -SMART VENT: SHOWN WITH FLOOD DOOR PIVOTED OPEN iCC SERV IC EVAE LUATION Most Widely Accepted and Trusted ICC -ES Evaluation Report ESR -2074 FBC Supplement* Reissued February 2015 This report is subject to renewal February 2017. www.icc- es.org 1 (800) 423 -6587 1 (562) 699 -0543 A Subsidiary of the International Code Council® DMSION: 08 00 00—OPENINGS Section: 08 95 43— Vents/Foundation Flood Vents REPORT HOLDER: SMARTVENT PRODUCTS, INC. 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 08071 (877) 441 -8368 www.smartvent.com InfoMtsmartvent.com EVALUATION SUBJECT: SMART VENT. AUTOMATIC FOUNDATION FLOOD VENTS: MODELS 81540620; 51540521; 91540510; 81540-511; 91540.670; 91540-574; 515405224; 51540514 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Smart Vent• Automatic Foundation Flood Vents, recognized in ICC-ES master report ESR -2074, have also been evaluated for compliance with the codes noted below. Applicable code editions: • 2014 Florida Building Code— Building (FBC) • 2014 Florida Building Code— Residential (FRC) 2.0 CONCLUSIONS The Smart VerP Automatic Foundation Flood Vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR -2074, comply with the FBC and the FRC, provided the design and installation are in accordance with the International Building Code• provisions noted in the master report Use of the Smart Vent. Automatic Fotndafion Flood Vents has also been found to be in compliance with the High - Velocity Hurricane Zone provisions of the FBC and the FRC. 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 February 2015 and revised July 2015. *Revised July 2015 /CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not spec*cally addressed nor are they to be construed as an enelorsemenl of the subject ((the report or a recommendation for its use There is no warrauy by lCC Evaluation Service, LLC, express or implied as to any fi ding or other matter in this report. or as to any product covered by the report. Copyright 0 2015 (ANSI Pape 1of1 Planning & Development Department 100 S. Myrde Avenue, Suite 210 Clearwater, FL 33756 Telephone: (727) 5624567 Fax: (727) 562 -4576 www.mydearwater.com RESPONSE TO COMMENTS / PLAN AMENDMENT APPLICATION (PLEASE PRINT CLEARLY) Building Permit Number. 2)P2O i j 08 iD Project Address:111 I S I AN° rY Project Name:-------1,°-(N INIy 1D,4,5 Permit has been issued. (Plan Amendment) Permit has not been issued. (Response to Comments) sled descrip ' of changes: (c,S Q O - Gail\ lorS 1U3[1g5tillPida RECEIVED FEB - 5 2016 PLANNING 8, DEVELOPMENT DEPT Qf;tlf rarzerabEtialAniellblY See attached cover letter for details. Any Change in Job Valuation: $ Contractor Name: OP4i* (License Holder) Email address: 4--� 09 GfAi t- 223 ISLAND WAY BCP2013 -08244D RTC ISLAND WAY TOWERS Zoning: Island Estates Neighbor Atlas #: 2678 Cow-- Contractor License Number. PCCLB: Contact person for this project:c. I—k t4V, (If other than contractor) (Please Print) Contact Phone: —1-1-1 - 4'0 ' °i Z65 UPDATED 04.30.2015 Signature 2E— ICC SER wEi UATION ICC -ES Report Most Widely Accepted and Trusted ESR -2280 ICC -ES) (800) 423 -6587) (562) 699 -0543 1 www.icc- es.org Valid: 04/15 to 04/17 DIVISION: 06 00 00 —WOOD, PLASTICS AND COMPOSITES SECTION: 0616 00— SHEATHING DIVISION: 0700 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 46 46— FIBER - CEMENT SIDING DIVISION: 09 00 00— FINISHES SECTION: 09 30 00— TILING REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CAUFORNIA 92337 EVALUATION SUBJECT: 1/4' HARDIEBACKER. EZ GRID HARDIEBACKER. 500, AND HARDIEBAKER PROGRIDT 1 CEMENT BOARDS, AND 1/4" HARDIEBACKER UNDERLAYMENT ICC , ICC USTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" A Subsidiary of Mal ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically as fresser4 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 ® 2015 SERVICICC EVALUATION S Most Widcly Accepted and Trusted ICC -ES Evaluation Report ESR -2280 Reissued April 2015 This report is subject to renewal April 2017. www.icc- es.orq j (800) 423 -6587 f (562) 699 -0543 A Subsidiary of the International Code Council° DIVISION: 06 00 00 —WOOD, PLASTICS AND COMPOSITES Section: 0616 00—Sheathing DIVISION: 07 00 00— THERMAL AND MOISTURE PROTECTION Section: 0746 46— Fiber - Cement Siding DIVISION: 09 00 00— FINISHES Section: 09 30 00— Tiling REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942 -7343 www.lameshardie.com Info(dliameshardie.com EVALUATION SUBJECT: 1/4" HARDIEBACKER° EZ GRID °, HARDIEBACKER° 500, AND HARDIEBAKER° PROGRIDn1 CEMENT BOARDS, AND 1/4" HARDIEBACKER° UNDERLAYMENT 1.0 EVALUATION SCOPE Compliance with the following codes: • 2012, 2009 and 2006 International Building Code° (IBC) • 2012, 2009 and 2006 International Residential Code° (IRC) • 2013 Abu Dhabi International Building Code (ADIBC)t 'The AMC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADMBC. Properties evaluated: • Structural • Noncombustibility • Thennai resistance • Fire resistance • Exterior Sheathing 2.0 USES The 1/4" HardieBacker° Undertayment may be used as floor underlayment applied to the interior of buildings. The 1/4 HardieBackere EZ Grid° Cement Board, HardieBadker° ProGridT1iA Cement Board and HardieBacker° 500 Cement Board panels may be used as backer boards for wall tile in tub and shower areas, and wall panels in show areas, in accordance with IBC Section 2509.2 and IRC Section R702.4.2. HardieBacker °500 Cement Board may also be used in exterior wall applications as a backer board for exterior tile, slate, marble, stone, thin brick and manufactured stone in any type of construction under the 2009 IBC, and in buildings constructed under the 2009 IRC. Wall installations may be used in fire - resistance -rated construction as set forth in Section 4.3 of this report. Table 3 identifies specific uses for the panels. 3.0 DESCRIPTION 3.1 General: The 14" HardieBackere EZ Grid° Cement Backer Board, HardieBacker° ProGrid°Ait Cement Backer Board, HardieBadker° 500 Cement Backer Board, and 1/4" HardieBacker° Underlayment are single - faced, cellulose fiber - reinforced cement (fiber-cement) panels. Nominal dimensions are noted in Table 1. The 1/4" HardieBacker° EZ Grid°, HardieBacker° ProGridim and HardieBacker® 500 cement backer boards comply with ASTM C1288, Grade I. The 1/4 HardieBacker° EZ Grid°, HardieBacker° ProGrie Cement Backer Board, HardieBadkere 500 Cement Backer Board, and 1/4" HardieBacker° Undertayment backer boards comply with ANSI A118.9 as cementitious backer units (CBU's). The cement board panels have a flame - spread index of 0 or Tess and a smoke - developed index of 5 or less when tested in accordance with ASTM E84 and are dassified as noncombustible In accordance with ASTM E136. Permeance values for the panels are noted in Table 2. 3.2 Materials: 3.2.1 t/' HardieBacker° EZ Grid°, HardieBackere ProGrid and HardleBackere► 500 Cement Board: The /4" Hardiebackere EZ Grid° cement board and HardieBacker° ProGridTlii cement board have a smooth surface imprinted with a grid pattem to facilitate cutting, and is also imprinted with a fastener pattern to facilitate attachment to subfloorin j. The HardieBacker° 500 cement board has a smooth - finished surface. Both boards have square edges for butt joints. The reverse side of these backer boards has a lightly textured surface. 3.2.2 14" HardieBacker° Underlayment: The product has a smooth surface, an acrylic -based seal coat and square edges for butt joints. The reverse side of the backer board has a lightly textured surface and is unsealed. ICC- ESEsaluation Reports are not to be construed as representing aesthetics or any other attributes not spediic fly addressed nor are they to be construed as an endorsement tithe subject of due report ora recommendation for its use. There is no warmly by ICC Esnfuaticn Service. LLC, express or implied as to any finding or alter matter in this report or as to any product covered by the report. Copyright 0 2016 (ANSI II glib Page 1 of 0 ESR -2280 I Most Widely Accepted and Trusted 3.2.3 Fasteners: Fastener types and spacing used to secure the products are as shown in Table 3. Fasteners must be corrosion - resistant steel. 4.0 DESIGN AND INSTALLATION 4.1 Design: Walls: Framing assembly components must be sized and constructed to meet applicable building code requirements. When installed over wall framing, the wall framing members must be spaced not more than 16 inches (406 mm) on center. When installed on a floor, the joists must not be spaced more than 24 inches. (610 mm) on center, and a subfloor (complying with the applicable code) must be installed prior to installation of the Hardie Backer boards. Allowable deflection of horizontal and vertical framing must be limited to '/O of the span, unless otherwise specified by finish material requirements. Steel framing must be a minwnum of No. 20 gage [0.0329 inch (0.84 mm) minimum thickness] and corrosion- resistant in accordance with the applicable code. Use of panels to resist in -plane raddng shear loads is outside the scope of this report. Installation must comply with this report, and a copy of this report must be available at all times on the jobsite during installation. Additional details in the applicable manufacturer's product information sheets must be observed during installation. Were differences occur between the manufacturer's product information sheets and this report, this report governs. AN products may be cut to shape on -site by the score -aril -snap method using a score- and -snap knife, a hand guillotine or a handsaw utilizing a carbide blade. 4.2 Installation: 4.2.1 1/4", HardieBacker. EZ Grid', HardieBacker• ProGrid'm , and HardieBacker• 500 Cement Board Backer Boards; and 14" HardieBackerr. Underlayment 4.2.1.1 Interior Floors: When '4" HardieBacker• EZ Grid• HardieBacker ProGridTM , and HardieBacker• 500 Cement Board backer boards and W HardieBac ken• Underlayment are utilized as underlayment on floors, the subfloor assembly must consist of a minimum 54-inch-thick (15.9 mm), Exposure 1, Group 2 or 3 species plywood, or equivalent thickness of subfloor, designed to limit the maximum out -of -plane deflection of the panel, including live and dead loads, to 1/350 of the span, in accordance with the applicable code. [IBC Tables 2304.7(1), 2304.7(2), 2304.7(3), and 2304.7(4), and IRC Tables R503.1, R503.2.1.1(1), and R503.2.1.1(2), tabulate subfloor and subfloor/underlayment design load capacity.] Joints in the backer boards must be provided where existing structural joints (budding control joints) occur and where changes in direction occur, such as in L- shaped rooms. For large tiled areas, joints must be provided in accordance with ANSI A108.01, Section 3.7. The subfloor must be covered with a minimum 34-irch- thick (2.4 mm) latex, or acrylic-modified thinset setting material complying with ANSI A118.4, before installation of the backer boards on the subfloor. Board joints must be in moderate contact, in a staggered brick pattern, and fastened before the setting material films over. Backer board edges must be staggered from subfloor joints, and four corners of the backer board sheets must not meet at one point Backer board edges must be kept '/e inch (3.2 mm) away from walls and cabinet bases, and the cut edges of the backer boards must be turned to the outside (towards walls and cabinet bases). Fastener types and Page 2 of 8 spacing are as specified in Table 3. Fasteners must be located a minimum of 3/9 inch (9.5 mm) and a maximum of 3/4 inch (19.1 mm) from board edges, and nominally 2 inches from comers. Floor tiles complying with ANSI A137.1 must be laid over the backer board in accordance with ANSI A108, using either acrylic or latex-modified thinset mortars complying with ANSI A118.4. Prior to setting the tile, all backer board joints must be filled with the same mortar used to set the tiles. While the mortar is still wet, 2-inch -wide (51 mm), high - strength, coated, alkali - resistant, glass fiber reinforcing tape must be embedded into the wet mortar, leveled, and allowed to thoroughly dry. 42.1.2 Interior Walls Dile Finish): HardieBackee 500 HardieBac ker• ProGrid ' /4" HardieBac kei'• EZ Grid4 /4 and '" HardieBac ker• Underlayments and backer boards are installed with the long dimension either vertical or horizontal to nominally 2-by -4 wood framing members or minimum No. 20 gage [0.0329 -inch (0.84 mm)] minimum thickness metal framing members spaced a maximum of 16 inches (406 mm) on center with end joints staggered from adjacent courses in both vertical and horizontal applications. All board edges of the 14" HardieBac kere EZ Grid• and '/4" HardieBadkere Underlayment must be supported bi framing. Vertical board edges of the HardieBacker board must be supported by framing. To comply with ANSI A 108.11, framing members must be spaced a maximum of 16 inches (406 mm) on center as required by ANSI A 108.11. Fasteners and fastener sparing must be as specified in Table 3. Fasteners must be located at least 31e inch (9.5 mm) from board edges and a minimum of 2 inches (51 mm) from corners. Comer gaps must be fiNed with a silicone sealant compatible with fiber- cement backer board. Backer boards must be placed with a minimum 14-inch (6.4 mm) clearance from the floor surfaces and other horizontal tile termination locations, such as above tub edges. This gap must be free of adhesive and grout and must be Sled with a flexible sealant For large tiled areas, movement joints must be provided in accordance with ANSI A108.01, Section 3.7. Ceramic wall tiles complying with ANSI A137.1 must be applied over the backer board in accordance with ANSI A108, with flexible Type I mastic adhesives oompying with ANSI A136.1, or aaylic or latex- modified thinset mortars complying with ANSI A118.4. Prior to setting the tile, all backer board joints must be filled with the same mastic or mortar used to set the tiles. While the mastic or mortar is still wet, 2-inch-wide (51 mm), high - strength, coated, alkali- resistant, glass fiber reinforcing tape is embedded into the wet mastic or mortar, leveled, and allowed to thoroughly dry. 4.2.1.3 Interior Walls (Paint or Wallpaper Finish): HardieBacker'O 500 Cement Boards and 14" HardieBacker. Underlayment must be installed with the long dimension either vertical or horizontal over nominally 2 -by-4 wood framing members or minimum No. 20 gage [0.0329 inch (0.84 mm)] minimum thickness metal framing members spaced a maximum of 16 inches (406 mm) on center, w+th end joints staggered from adjacent courses in both vertical and horizontal applications. Panel edges must be supported by framing. Fastener types and spacing are as specified in Table 3. Fasteners must be located at least 34 inch (9.5 mm) from board edges, and a minimum of 2 inches (51 mm) from comers. Panels must be placed with a minimum 14 -inch ESR -2280 I Most iMdely Accep and Trusted Page 3 of 8 (6.4 mm) clearance from the fl comer angles are attached with or screws placed approximately center. A flush joint procedure must panels. Gypsum board joint ASTM C474 and C475, are tro joint tape is embedded into the allowed to dry thoroughly. compound, approximately 8 inch applied across the joint and all joint compound, 10 inches (2 across the joint. Joint compound all fastener heads in intermediate Internal comers are fini compound, working the joint applying a second coat of joint joint compound is applied over 1 External comers are treated by compound and allowing it to resistant metal or PVC comer a the corner, followed by a second When the second coat is eompl joint compound is applied o compound is applied over intermediate locations. Texturing may be applied to to applications of texturing to surfaces to receive paint, drywall moisture areas must be applied paint manufacturer. For surfaces t backer board surface is primed high-moisture areas as recomm manufacturer. surface. Metal or PVC above- described nails 12 inches (305 mm) on used on backer board pounds, complying with led into the joints. Paper wet joint compound and second coat of joint (203 mm) wide, is then to dry. A third coat of mm) wide, is applied ust also be applied over ocations. by filling with joint into the joint, and pound. A third coat of joint area 4.2.1.4 Exterior Walls (Tile Fin( cement backer boards must structural panel sheathing. A accordance with the applicable the wood structural panel sheathi 6 inches (152 mm) must be backer board and the earth. H boards are installed with the long or horizontal to nominally 2 -by-4 minimum No. 20 gage [0.0329 thickness] metal framing members of 16 inches (406 mm) on center, from adjacent courses. Vertical abutting sheet edges. Vertical HardieBadker° 500 must occur Fasteners and fastener spacing Table 3, and when a specified I required, the HardieBadkere 500 ce to framing members, appropriately types, lengths and spacing as Fasteners must be located at least board edges and a minimum of 2 corners. Comer gaps must be filled compatible with fiber -cement back areas, movement joints must be with ANSI A108.01, Section 3.7. Ceramic wall tiles complying with applied over the backer board in A108, with acrylic or latex -mod complying with ANSI A118.4. Prior to setting the tile, all backer filled with the same mortar used to filling the joint with joint thoroughly. Corrosion - les are then fastened to coat of joint compound. tely dry, a third coat of the joint area. Joint II fastener heads in er board panels similar m wallboard. For mer suitable for high- recommended by the receive wallpaper, the th a primer suitable for by the wallpaper h): Hardiesacker° 500 installed over wood er- resistive barrier in must be applied over . A clear distance of m= 'ntained between the ieBacker° 500 cement imension either vertical framing members or (0.84 mm) minimum spaced at a maximum end joints staggered 'nts are fastened at board edges of the framing members. ust be as specified in of wind resistance is ent board is attached spaced, with fastener escnbed in Table 4. 3/8 inch (9.5 mm) from inches (51 mm) from with a silicone sealant board. For large tiled ovided in accordance SI A137.1 must be rdance with ANSI fied thinset mortars board joints must be the tiles. While the mortar is still wet, 2 -inch -wide (51 mm), high- strength, coated, alkali - resistant, glass fiber reinforcing tape must be embedded into the wet mortar, leveled, and allowed to thoroughly dry. Additional details in the manufacturer's installation instructions must be observed before and during installation. 4.2.2 l 4" HardieBacker` Underlayment: 4.2.2.1 General: The 1/4" HardieBac kerm Underlayment is installed over a structurally sound subfloor assembly designed to limit the maximum deflection, including live and dead loads, to ' /3eo of the span, in accordance with the applicable code. [IBC Tables 2304.7(1), 2304.7(2), 2304.7(3), and 2304.7(4), or IRC Tables R503.1, R503.2.1.1(1), and R503.2.1.1(2), tabulate subfloor or subfloor/underlayment design Toad capability.] When the underlayment is installed on existing floor construction, floor finishes and subflooring must be repaired, removed and/or replaced as necessary to create a smooth and level surface. The ability of the existing floor structure and subfloor to support the additional Toads of the underlayment and the new floor finish must be substantiated. Alterations must comply with applicable codes. The underlayment must then be installed, with board joints in moderate contact (not forced together), in a staggered brick pattern to the subfloor and fastened before the setting material films over. Underlayment edges must be staggered with subfloor joints, and four comers of the underlayment sheets must not meet at one point Underlayment edges must be kept 1/8 inch (3.2 mm) back from walls and cabinet bases and cut edges of underlayment turned to the outside (toward walls and cabinet bases). 4.2.2.2 Resilient Flooring: With the smooth face up, the underlayment is placed over the prepared subflooring and fastened to support framing with the fastener types and spacing specified in Table 3. Fasteners must be located at least 3/8 inch (9.5 mm) from board edges and a minimum of 2 inches (51 mm) from comers. Fastener heads must be flush with the surface. Fasteners must be of sufficient length to penetrate at least 1 inch (25.4 mm) into sound subflooring or framing. To minimize the possibility of surface irregularities in the underlayment and fastener heads penetrating through the resilient flooring, the underlayment must be installed to provide a flush and level surface. Height variations are treated by filling joints, gouges and low spots with a water - resistant, cementitious leveling compound recommended by the floor-covering manufacturer. After the leveling compound has dried, filled areas must be sanded level to the surrounding underlayment Prior to application of the resilient flooring, the prepared 14" HardieBac ker1' Underlayment surface must be free of all debris, oil, paint, caulk, joint compound and other foreign substances. Additional guidance for installations is contained in ASTM F1482, Standard Practice for Installation and Preparation of Panel Type Underlayments to Receive Resilient Flooring. Finish floor coverings must be installed in accordance with the flooring material manufacturer's published instructions. Lions. Seams of finish floor coverings must not occur directly over the 1/4" HardieBacker° Underlayment joints. ESR -2280 I Most Widely Accepted and Trusted 4.2.2.3 Tile: With the smooth face up, the installation of the 1/4" HardieBacker. Underlayment must comply with Section 4.2.1.1 of this report. 4.3 One-hour Fire- resistance -ratted Assemblies: 4.3.1 Assembly 1: The nonsymmetrical, nonload- bearing, one -hour fire- resistance -rated wall assembly consists of minimum 35 /8- inch-deep (92 mm), No. 20 gage [0.0359 inch (0.91 mm)], steel "C' studs spaced at a maximum of 24 inches (610 mm) on center with corresponding top and bottom tracks. One layer of 5/8 -inch- thidk (15.9 mm) Type X gypsum board complying with ASTM C36 or C1396, 48 inches (1220 mm) wide, is applied vertically to one face of the wall framing and secured with V/4-inch-long (32 mm), Type S, gypsum board screws spaced 8 inches (203 mm) on center at board edges and 12 inches (305 mm) on center at intermediate framing members. All board joints must be backed by framing members. The 5 /8- inch -thick (15.9 mm) gypsum board joints and screw heads must be finished in accordance with ASTM C840 or GA 216. The opposite face of the wall is covered with one layer of ' /2- inch -thick (12.7 mm) Type X gypsum board complying with ASTM C36 or ASTM C1396, followed by one layer of ' /4" HardieBackeri° EZ Grid° or 1/4" HardieBacker° Underlayment backer board. Boards must be applied vertically to framing members with vertical edges staggered 24 inches (610 mm). The ' /2- inch -thick (12.7 mm) Type X gypsum board is fastened to the framing members with 1'14 -inch -long (32 mm), Type S, gypsum board screws spaced 24 inches (610 mm) on center. All board joints must be backed by framing members. The '/4" HardieBacker° EZ Grid° or ' /4" HardieBackerie Underlayment backer board is fastened through the gypsum board to the framing members with minimum 1 /s- inch -long (41 mm) by minimum 0.323 -inch (8.2 mm) self - drilling, corrosion- resistant, ribbed bugle head or ribbed wafer head screws located a maximum of 8 inches (203 mm) on center. Backer board joints and fasteners require treatment similar to that described in Section 4.2.1.2 or 4.2.1.3 of this report. 4.3.2 Assembly 2: The symmetrical, nonload- bearing, one -hour fire - resistance -rated wall assembly consists of minimum 35/8 -inch -deep (92 mm), No. 20 gage [0.0359 inch (0.91 mm)], steel 'C' studs spaced at a maximum of 24 inches (610 mm) on center with corresponding top and bottom tracks. Both sides of the wall are covered with one layer of (12.7 mm) Type X gypsum board complying with ASTM C36 or ASTM C1396, followed by one layer of 114" HardieBadker° EZ Grid* or 1/4" HardieBadce r Underiayment. Boards are applied either perpendicular (horizontally) or parallel (vertically) to framing members. M board joints must be backed by framing. Base layer and face layer board joints of both wall sides must be offset by 24 inches (610 mm). The 1/2- inch -thick (12.7 mm) Type X gypsum board is fastened to the framing members with minimum 1-inch- long (25.4 mm), Type S. gypsum board screws spaced a maximum of 24 inches (610 mm) on center, and the gypsum board joints and screw heads are finished in accordance with ASTM C840 or GA 216. The 14" HardieBackere EZ Grid or 1/4" HardieBacker° Underlayment is fastened through the gypsum board to the framing members with minimum 15 /8- inch -long (41 mm), minimum 0.323 -inch (8.2 mm) self - drilling, corrosion - resistant, ribbed buglehead or ribbed waferhead screws located a maximum of 8 inches (203 mm) on center. Backer board joints and fasteners require finish treatment Page 4 of 8 similar to that described in Section 4.2.1.2 or 4.2.1.3 of this report. 4.3.3 Assembly 3: The nonsymmetrical, nonload- bearing, one -hour fire - resistance -rated wall assembly consists of minimum 35/8- inch -deep (92 mm), No. 25 gage (0.0209 - inch), steel "C' studs spaced at a maximum of 16 inches (406 mm) on center with corresponding top and bottom tracks. One layer of 5 /8- ind4hidc (15.9 mm) Type X gypsum wallboard complying with ASTM C36 or ASTM C1396, 48 inches (1220 mm) wide, is applied either vertically or horizontally to one face of the wall framing and secured with minimum 11/4- inch -long (32 mm), Type S gypsum wallboard screws, spaced 8 inches (203 mm) on center at board edges and at intermediate framing members. The gypsum wallboard joints and screw heads are finished in accordance with ASTM C840 or GA 216. The stud cavities are insulated with minimum 3- inch -thick (76 mm), 3 pcf (48 kg/m3), unfaced, friction -ft, mineral fiber insulation complying with ASTM C665, Type I. The opposite face of the wall is covered with one layer of 14/32-inch-thick (10.5 mm) HardieBac ker° 500 Cement Board or HardieBacker° ProGridTM backer board. The backer boards are applied either vertically or horizontally, with vertical and horizontal edges staggered from the wallboard edges. The backer boards are fastened through to the framing members with minimum 1-inch -long (25.4 mm), No. 8-18 by 0 .323 -inch self - drilling, corrosion - resistant, ribbed buglehead (or equivalent) screws spaced a maximum of 8 inches (203 mm) on center. The side of the wall dad with HardieBack 500 or HardieBadcer° ProGridTM backer board must be tiled as described in Section 4.2.1.2 or 4.2.1.4 of this report. 4.3.4 Assembly 4: The nonsymmetrical, limited load - bearing, one -hour fire - resistance-rated wall assembly must consist of nominally 2 -by-4 wood studs spaced at a maximum of 16 inches (406 mm) on center with a double top plate and a single bottom plate. The axial load must be the least of the following, provided structural consideration for axial, flexural and bearing perpendicular-to -grain stresses is in accordance with ANSI/AF &PA NDS -2005: 1. Maximum axial load of 800 pounds (3560 N) per stud. 2. Maximum 34.6 percent of full allowable design axial bad must be used for the wood species as shown in the NDS. 3. Maximum allowable wood axial stress of 0.78 F which must not exceed 0.78 F o at a slenderness ratio /Id of 33. One layer of 5 /8- inch -thick (15.9 mm) Type X gypsum wallboard complying with ASTM C36 or ASTM C1396, 48 inches (1220 mm) wide, is applied either vertically or horizontally to one face of the wall framing and secured with minimum 11/e- inch -long (22 mm) cuphead gypsum wallboard nails, spaced 8 inches (203 mm) on center at board edges and intermediate framing members. The gypsum wallboard joints and nail heads are finished in accordance with ASTM C840 or GA 216. The stud cavities are insulated with minimum 3- inch -thick (76 mm), 3 pct, unfaced, friction -fit, mineral fiber insulation complying with ASTM C665, Type I. The opposite face of the wall is covered with one layer of 3/32 -inch -thick (10.5 mm) HardieBacker° 500 or HardieBadcer° ProGndTM backer, board. The backer board is applied either vertically or horizontally, with vertical and horizontal edges staggered from the gypsum wallboard edges on the opposite face. The backer board is fastened through to the framing members with minimum 1' /2-inch -long (38 mm), corrosion- ESR -2280 Most Widely Accepted and Trusted resistant roofing nails located a maximum of 8 inches (203 mm) on center. Backer board joints and fasteners require treatment similar to that described in Section 4.2.2.2 of this report The side of the wall clad with HardieBacker® 500 or HardieBadker. ProGridTM backer board must be finished with tiles complying with ANSI A137.1 as described in Section 4.2.1.2 or 4.2.1.4 of this report 4.3.5 Assembly 5: The symmetrical, nonload- bearing, one -hour fire - resistance-rated wall assembly consists of minimum 35/8 -inch -deep (92 mm), No. 20 gage [0.0329 inch (0.84 mm) minimum thickness], steel "C" studs spaced at a maximum of 16 inches (406 mm) on center with corresponding top and bottom tracks. The stud cavities are insulated with minimum 3- inch -thick (76 mm), 3 pcf, unlaced, friction -fit, mineral fiber insulation complying with ASTM C665, Type I. Both sides of the wall are covered with one layer of 13/32-inch-thick (10.5 mm) HardieBadker° 500 or HardieBadker° ProGrid° backer board applied either perpendicular (horizontally) or parallel (vertically) to framing members. Vertical board joists must be backed by framing and centered over framing. Vertical joints on opposite sides of studs must be offset 16 inches (406 mm). The HardieBadker° 500 or HardieBadker° PrOGndTM backer board is fastened to the framing members with minimum 1 % -inch -long (32mm), No. 8 by 0.375 - inch -head- diameter (9.5 mm), self - drilling, corrosion - resistant, ribbed wafer -head screws located a maximum of 8 inches (203 mm) on center. Backer board joints and fasteners require finish treatment similar to that described in Section 4.2.1.2 or 4.2.1.4 of this report. The HardieBadcer. 500 or HardieBadker° ProGrid r4 backer board must be finished with tiles complying with ANSI A137.1 as described in Section 4.2.1.2 or 4.2.1.4 of this report 5.0 CONDITIONS OF USE The James Hardie° Building Products, Inc. '/d HardieBac ken Underlayment ' /4" HandieBadker° EZ Grid°, HardieBadker° ProGrid and HardieBac ken 500 Cement Board backer boards described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The products must be installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturers instructions, this report governs. 5.2 The panel products are limited to use in interior installations only, except for the HardieBacker 500 cement board Page 5 of 8 5.3 When use is in exterior wall applications, a water - resistive barrier complying with the code must be installed behind the HardieBadker 500 cement board. Flashing must be installed at all penetrations and terminations in accordance with the applicable code. 5.4 When used as a base for wall tile or as wall panels in wet areas, the panels must not be applied over a vapor retarder. 5.5 Support framing must be designed to a maximum allowable deflection of '/330 of the span, unless otherwise specified by finish material requirements. 5.6 Installation of a vapor retarder in exterior walls must be in accordance with code requirements. 5.7 Recognition of fiber - cement substrate sheets as listed protective assemblies, as referenced in Section 308 of the International Mechanical Code°, is outside the scope of this report 5.8 Use of the products to resist raddng shear bads is outside the scope of this report. 5.9 The products are manufactured in Cleburne, Texas; Peru, Illinois; Pulasld, Virginia; Sparks, Nevada; and Fontana, California, under a quality control program with inspections by ICC -ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Fiber- cement Interior Substrate Sheets Used in Wet and Dry Areas (AC378), dated August 2012 6.2 Data in accordance with the ICC-ES Acceptance Criteria for Reinforced Cernentitious Sheets Used as Wall and Ceiling Sheathing and Floor Underlayment (AC376), dated August 2012. 6.3 Data in accordance with ANSI A118.9 -1999, American National Standard for Test Methods and Specifications for Cementitious Backer Units. 7.0 IDENTIFICATION James Hardie Building Products, Inc., 1/4" HardiesadceriO Underiaymmeenrht� '/4" HardieBacker EZ Grid°, HardieBacker' ProGridT"' and Hardie8acker 500 Dement backer boards bear a label with the James Hardie name and telephone number, the product name, and the evaluation report number (ESR - 2280). ESR -2280 I Most Widely Accepted and Trusted TABLE 1— STANDARD NOMINAL PANEL DIMENSIONS' Page 6 of 8 PRODUCT WIDTH (Inches) LENGTH (feet) THICKNESS (Inch) '!,' HardieBadcer' (ixt 36 and 48 5. 8. 9, 10 1/4 ' /,' HardieBbacker• EZ GM* (undedayment) 36 5 14 HardieBadcer.500, HardieBacker. ProGrid'"' (backer board) 32, 36.48 5 and 8 13/32 : 1 mch = 25.4 mm, 1 foot = 304.8 mm. 'Panel products are also available in other lengths, widths, and thicknesses by spedal arrangement. TABLE 2— PERMEANCE VALUES FOR FIBER - CEMENT PRODUCTS PRODUCT AND THICKNESS (inch) PERMEANCE (perms) 1/4" Hardleeac ker ('/4) 1.75 HardieBadker" (n /,z) 2.84 or SI: 1 inch = 25.4 mm, 1 perm = 57 mg/(s•m =•Pa). ESR-2280 1 Most Widely Accepted and Trusted TABLE 3— FASTENERS Page 7of8 PRODUCT APPUCATION FASTENER'' FASTENER SPACING '/4" HardieBacker• EZ Grid; 14 HardieBbackere Undertr ment; Hard sBacker" ProGrid HardieBacker 500 interior WaI: wood framing, Be finish Minimum 11/4- inch -long (32 mm), corrosion- resistant (galvanized or stainless steel) roofing nails or mknrnum 1'4-Inch-long (32 m). No. 8 by 0.375-inch-head- diameter (9.5 m). self- drilling, corrosion- resistant, ribbed wafer - head screws 8 inches on corder along all supports Hardiesadcef' 500 Exterior WaN: wood framing, tile finish Minimum 13/4- kxi4ong (44 mm), (galvanized or stainless steel) roofing nails or rrinirrm 1 ' 4-lnc horg (32 m), No. 8 by 0.375-inch- head - diameter (9.5 mm), se4f-drilling, corrosion-resistant, ribbed water - head screws 8 inches on center along all supports '6" HardieBacker" Under) HardieBacker" 500 Interior Wail wood framing, paint or wallpaper finish Minimum 134- loch -long (35 mm) gypsum board 1-M>ch4on9 (28.4 °1111) No minimum 0.32 (8.2 mm), selfdrfling, corrosion resistant, ribbed bugle -head screws 8 inches on poorer along ail supports '/4" HardieBadcera EZ Grid; '14" HardieBacker. Undedavment; HardieBacker' ProGrid , HardieBacker. 500 Interior Wail: steel framing, tie finish Mlnimun 1%-inch -long (32 mm). No. 8 by 0.375 4nch -head- diameter (9.5 mm), self—drilling, corrosion- resistant, ribbed wafer - head screws 8 inches on center along all supports HardieBacker 500 Exterior Wail: steel framing, tile finish Minimum 1114 -Inc hdong (32 mm), No. 8 by 0.375 - Inch -head.. diameter (9.5 mm), self-drilling, corrosion- resistant, ribbed wafer - head screws 8 inches on center along ail SUpPOItS 1/4" HardieBadcerr Underiayment; HardieBacker. 500 Interior WaN: steel framing, paint or wallpaper finish Minimum 1-inch -long (25.4 mm), No. 8 X 0.323lncb -heed- diameter (8.2 mm), self-drilling, g, corrosion resistant, ribbed bugle- head screws 8 inches on center along ail supports " 14 HardieBadkee EZ Grid; '4" Handie8adcers � HeB.diera P1e Gri Interior Fig Me Ikdsh 1' /4- inchaong (32 mm). corrosion - resistant (galvanized or stainless steel) rooting nails or minimum 1 -inch -long (25.4 mm), No. 8 by 0.323- inch -head- diameter (8.2 mm), self—Oiling, corrosion � bugle- head screws. To comply with ANSI A108.11, minimum 1'4- inch -long (32 mm), No. 8 by 0.37 (9.5 mm), self-drilling, corrosion resistant ribbed wafer -head screws must be used 8 inches edge, 8 inches field '14" HardieBadmrs Underlayment M... 01. • j....,. ■ nz • interior Flooring undedayment. resilient floor finish 3d, corrosion-mislaid. ring shank nails or No. 18 gage (0.0475 -inch) staples win 4-I ch (6.4 mm) crowns 3 inches edge, 6lnches field' 'Screws into wood framklg must be of sufficient length to penetrate at least 1 inch into wood members. 2Screws into steel framing must be of sufficient length to penetrate the metal framing at least three full threads. 'Fasteners must be it a random/staggered pattern in the field. 4 ESR -2280 I Most Widely Accepted and Trusted Page 8 of 8 TABLE 4 — TRANSVERSE LOAD (WIND LOAD) RESISTANCE' Product Minimum Product thickness (In.) Fastener Types' 4 Fastener Spacing (In.) Frame Type Stud Spacing (In.) Allowable positive and negative load` HardieBacker. 500 ,3 /� ' Minimum 11/4- inch -long (32 mm), No. 8 by 0.375 -inch -head- diameter (9.5 mm), self- drilling, corrosion- resistant. ribbed wafer -head screws 8 2X4 Wood2 16 91.9 psf (4400 Pa) HardieBackera 500 13/� No. 11 ga, x 13 /4- inchlong (44 mm) galvanized rooting nails 8 2X4 Wood3 16 30.1 psf (1441 Pa) HardieBackere 500 ,3 /� Minimum 11/4-inch-long (32 mm), No. 8 by 0.375 -inch- head - diameter (9.5 mm), self dril ing, corrosion- resistant, ribbed wafer -head screws 8 Min No. 20 ga. x 3' /e in. x i 1 in. metal C-stud3 16 91.7 f 4391 Pa ( Pa) For Si: 1 ft = 305 mm, 1 inch = 25.4 mm, 1 mph =0.44 m/s, 1 psf = 47.88 Pa Installation must be in accordance with Section 4.2.1.4 of this report. 2 Values are for species of wood having a specific gravity of .042 or greater. 3 Screws into steel framing must be of sufficient length to penetrate the metal framing at least three full threads_ `Screws into wood framing must be of sufficient length to penetrate at least 1 inch into wood members. 'Allowable load is based on a factor of safety of 3.0 applied to the ultimate Toad. U.3. DEPARTMENT QF NOMELAND SECURITY FEDERALEAAERGENCYMANAGEMENTAGENCY ELEVATIQN CERTIFtCATE Natioiml F1ood I»surance Progrom �mportant: Read the instructions on pages 1-9. SECl'IdM A - PROPERTY INFORMATlON At. Building OwnePs Name ISLAND WAY TOWERS, LLC fl2. Building Street Address (inciuding Apt., UNt, Suite, andlor Bldg. No.j or P.O. Route and Box No. 223 iStAND WAY City CLEARWATER, State FL ZIP Code 33767 A3. Property Description (tot and Bladc Numbers, Tax Parcel Number, legal QescripUon, etc.) 0&29-15-43326-OOp-0�0 QMB No. 166Q-�08 Expira#ion Date: Juty 31, 20i5 �-wiuY r�um4er, - E Corhpany NAtC Numbe� A4. BuiWing Use (e.g., Residentiai, Non-Residential, AddBion, Accessory, etc.) NON-RESIDENTIAL A5. LatitudelLongnude: Lat. 27dea. 58' 45.7" Long. 82de4. 48'57.9" Hor(zontai Datum: ❑ 1�AD 1927 � NAD 1983 A6. Attach at least 2 photographs ot the bu�ding iF the Certif'�cate is being used to obtain flood insurance. A7. Building Diagram Numtrer 1 A A8. For a building with a crawispace or enGosure(s): A9. For a buiiding withh an attached garage: a) Squa►e footage ot crewlspace or enclosure(s} 10850 sq ft a) Square footage of a�ed garage N/q sy $ b) Number of permanent flood openings in the crawispace tr) Number of permanent flood openings in the attached garage or endosure(s) within 1.0 foot abave adjacent grade �7 within 1.Q foot above adJa�nt grade -0- cj Totat net area of flood openings in A8.b 17400 sq in c) Total net area of flood openings in A9.b -0- sq in d) Engineered 800d openings? � Yes ❑ No d) Engineered fl� openings? ❑ Yes ❑ No SECTION B- FLOOD INSURANCE RATE MAP B1. NFIP Community Name & Community Number � B2. County Name CLEARWATER / 125096 PItdELLAS 84. Map/Panel Number B5. Suffix 86. FIRM Index Date 67. F1RM Panel 12103 C 0102 G OS-19-09 EffectivelRevised Date _ 09-03-03 INFORMATION 63_ State FLORfDA 88. Fiood B9. Base Flood Elevatiar►(s) (Zorie z� g) AO, use base floqd depth) 11' 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depih eMered m Rem B9. � FtS Profile � FIRM ❑ Community Determi�ed ❑ ptt�eriSource: 611. tndicate elevation datum used for BFE in {tem B9: ❑ NGVD 1929 � NAVD 198& ❑ OthedSourt;e: • 812. Is the buikiing located in a Coastal Bartier Resources System (CBRS) a�ea or Otherwise Protected Area (OPA)? ❑ Yes � No Designation Date: ❑ CBRS ❑ OPA ' SECTION C- BUfLDING EI.EVATION INFORMATiON (SURVEY REQUtREDj C1. Buitding elevafions are 6ased on: ❑ Construction Drawings' � Buiiding U�er Construction" ❑ Finished Constn�ction A new ElevaGon Certificate wiU � required when construction of the buifding is complete. C2. Elevations - Zones A?-R30, AE, AH, A(with BFEj, VE, V1 V30, V{wiih SFE), AR, ARlA, AR/AE, ARlA1�30, AR/AH, ARlAO. Ccxnpiete items C2a-h below accorrling to the buiiding diagram specified in Item A7. In Puerto Rico oniy, enter meters. 8enchmark Utilized: CITY of CLWR. BM G04 5 Vert�al Datum: _3.85 (NAVp �gg) Udicate elevation datum used for the elevations in ftems a) through h) below. ❑ NGVD 1929 1� NRVp 1 g88 ❑ OthedSource: Datum used for building elevations must be the same as tha# used for the BFE. a) Top of bottom floor (inciuding basement, crawlspace, or enclosure floor) b) Top of the neM higher floor c} Bottom of the lowest horizontal stnicturat member (V Zanes only) d) Attached garage (top of slab) e} L�aest elevation of machinery or equipmertt servicing tfie bu�lding {Describe type of equipment and bcation in Comments) t� Lowest adjacent (finished) grade next to buiiding (LAG) gj Highest adjacent (finished) grede next to building {HAG) h) Lowest adjacent grade at lowest elevation of dedc or stairs, including structural support 6.3 15.3 WA. N/A. Q.3 5.� 5.7 WA. Chedc the measurement used. � feet ❑ metets � feet p meters � feet ❑ meters O ieet ❑ meters � feet � meters 6� feet p me#ers � feet 1] meters ❑ feet ❑ meters SECTlON D- SURYEYOR, ENGINEER, OR ARCHiTEC7 GERTIFfCATION This certification is to be signed and sealed by a land surveyor, engineer, or architect auihorized by taw to certify etevation information, t certify that the information on this Cerfificate rep�sertts my best efforts to interpret the data available. / understarrd that any false stafement may be puaishable by fine or imprisonmenf under 18 U. S. Code, 5ecfion iQ01, � Cfieck here if comments are provided on back of fortn. Were Fatitude and longitude in Section A provided by a � Check here if attachments. licensed land surveyor? � Yes ❑ No Certifier's Name LARRY L. EVANS Title tAND SURVEYOR Address 1�O�ELTREE�S ST�TE Signature �,�,� . ' " 1 FEMA Form 086-0-33 (7h2) Company Name City DUNEDIIV, Date 09-26-2074 License Number PLS # 2937 EVANS LANd SURVEYtNG, INC. State FL ZIP Code 34698 7etephone (�27) 734-3g21 See reverse side for continuation. Reptaces all previous editions. G1.CYH t IVIY VCK I IPti.H i C, pagE L IMPORTANT: in these spaces, copy fhe corr�ponding ir}formatian from Section A. Buitding Street Address (induding Apt,, Unit, Suite, and/or Sk�_ No.) or P.O. Route and Box No. 2231SL111VD WAY City CLEAf�V1fATER, State FL ZIP Code 33767 �OR iNSt1RA1V�E COMPANY tiSE , policy Number. Company NA1G Number: SEGTI�N D— SURVEYOR, ENGINEER, OR ARCHITECT CERTlFICATION (CONT'�NUED) '� Copy both sides of this Etevation Certificate for (1) communfry of�ial, (2j insuran� agenticompany, and (3) building owne�. Commertls CZ,e): ELECTRICAL NU11N SW}TCH GERR & WATER NEATERS ARE ON GROUND FLOOR BOTH AREAS ARE FLOOD PROiECTiON CERTIFIED> {SEE ATTACHEO CERTIFIGATiON.} Ag,) "SMART VENTS" ARE USED. Signature Date 09-26-2014 SECTIQN E- BUILDiNG ELEVATION INFORMATION (3URVEY NOT REQUIRED} FOR ZONE AO A1VD ZONE A�Vlti'fHpUT BFE'� For Zones AO and A{wifhout gpEj, canplete gems E1--E5. tf the Certificate is intended to support a lOMA or tOMR-F request, canpie� gections p, g� and C. For ltems E1-E4, use natural grade, 'rf evailable. Chedc the measurement used. ln Puerto Rico only, eMer meters, E1. Provide elevation infortnation for the fGlowing and chedc it►e appropriate boxes io show whether ihe elevation is above or be�w the highest adjaoent grade (HAGj anci the lowest adj�nt grade (LAG). a) Top of bottom floor (inciuding basemertt, crawlspace, or endosure) is ❑ feet ❑ meters ❑ above or � beiow ttie t{qG, b} Top of bottom floor (inGuding basement, crawlspac�, or endosure) is . ❑ feet ❑ meters ❑ above or ❑ below {he (AG, E2. For Buikling Diagrams 6-9 with pertnanent fload openings provided in Section A ltems 8 and/or 9(see pages g-g of instructions). the �ex� higher flvor (elevation C2.h in the diagrams) of the buikiinS is ❑ fest ❑ meters ❑ above or ❑ bebw the HAG. E3. Atteched garage (top of slab) is ❑ feet ❑ mete�s, ❑ aboye or ❑ below the HqG. E4. Top of piatform ot machinery and/or equipment senric�sg the building is �{� � m�� � e�� �. ��� ��G. E5. Zone AO cmfy: If no flood depth number is availsble, is the top of the bottom floor elevated in accordance with tt� commun�tyr's fioodplain rr�anagemer�t oNinance? ❑ Yes ❑ No ❑ Unknown. The locai offic,�ai must certify this infoanation in Sectior� G. SEC710N F- PROFERTY OWNER (OR OWNER'S REPRESENTATIVEj CERTIFICATION The propeRy owner or owner's autho�ed represeMatiye yvbo compietes gectior�s A, B, and E for Zone A(without a FENW-issued or commun�ued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are oorrect to the best of my knowiedge_ Property fA+mer's or Oamer's Authorized RepresentaHve's Name AddrBSs Signature Comrrtertts City Date State ZIP Code Telephone �hedc here if attachrnerrts. SECTtON O - COMMUNITY INFORMATION (OPTIONALj The Iocai official who is authori¢ed by iaw or orsfinance to admin�ter tAe c�mmun�r's floodplain managemesrt orclinance can oompiete Sectioris q, B, C(or t7, and G +of this Elevadon Certifxate. Compieta the applicab(e item(s) arxi sign below. Chedc the measuremerrt used in Items G8-G70. ln Puerto Rioo oniy, �rter meters, Gi. � The tMormation in Seclion G was takea from other documentation that has been signed and seafed by a lioensed surveyor, engineer, or architect who is authorized by taw to certify elevation information. {fndicate the sourr.e and date of the etevation data in tt� Commertts area betow.) G2. 0 A community offlcial completed Section E for a building loc�ted in Zone A(without a FEMA-issued or cortxnunity-issued BFE� ot Zone AO. G3. ❑ The fotiowing iMortnation (lterns G4-G10) is provided for c�mmunity floodpiain management purposes, G4. Rermit Number ( G5. Date Pertnit Issued G6. Date Certificate Of Compiiance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevailon of as-built bwest floor (including basementj of the bu31d#ng: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the buiiding site: ❑ feet ❑ mefers Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Community Name SignatUre Comments r�ne Telephone Date �_, . �::�- � .��:..��,-�� FEMA Form 086-0-33 (7112} Replaces all previous editions. ELEVATION CERTIFICATE, page 3 guilding Photographs See instructions fQr Item A6. tMPORTANT: !n these spaces, copy the corresponding information from Section A_ Building Street Address {including Apt., Unit, Suite, and/or Bidg. No.) or P.O. Route and Box Na. 223 (SLAND WAY City GLEARWATER, State FL ZIP Code 33767 FOR INSURANCE COMPAAIY USE Policy Number: � Company NAIC Number. if using the Elevation Gertificate to obtain NFIP flood insurance, affix at ieasf 2 buiiding photographs below according to the instructions for {tem A6. Identify all photagraphs with date taken; "Front View'' and "Rear View"; and, if required, "Right Side View" and "Left Side View.° When appiicabie, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than wiil fit on this page, use the Continuation Page. �, ,� �,+m ��4U 1 "'� ��q�,��li��� -EF.a�.,��.� � ,'�i� *�;;' u�Yy/q ��� � i � fi: �. 2fp �+ x ';. * �_ _ � ' � -�';'� � � � 'i�7 ' T »�� k. ' 4`�' - -e rt+Rfi . . r .-.��_ �� . ,� ��, � �.a "v' �� d �F , � ... � '4 '� ,,-a�,�,.,�y�.�+, 4��z��,���;� . Y :�w' , '�-:3'T� '� r1 � ''Y; t� �o-' �4 ��� � � � " ��.� .... . . . ..-. - �. . . . � y� � z� � �� ' t . 5 �� ���it�i � ��� � � �_ . . �� ������. . � .. � �� . . . � .. . �� ��' _ :i, . � � . . . � � � �� �� � . �tit� �� _ �. . . s�� ; �' .... . �--..., . R`:�;; _��„ 'e!lEW / 3-26-2012 � .�?�'�� -a . � � � �� � ��.-' � "` � .���.�, FEMA Form 086-0-33 (7/12) Replaces ali previous editi�ns. ELEVAl'tON CERTIFICA7E, page 4 guilding Photographs Continuation Page IMPQRTANT: in these spaces, copy the corresponding infarmation from Secfion A. FOR INSURANCE COMPANY USE Buiiding Street Address (inciuding Apt., Unit, Suite, andlor Bidg. No_) or P.O. Route and Box No. Policy Numbe�: , 2231SLRND WAY �- City CLEARWATER, State FL ZIP Code 33767 Company NAIC Number. if submitting more photographs than wili fit an the preceding page, affix the additional photographs below. Identify ali photographs with: date taken; "Front Vew' and "Rear View"; and, if required, "Right Side Uew" 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. �� �. � , � ��� � 1�� ' � �� � � � �� . � ` �� r� �� _ ��` f �'` � � f S � � f �� 1 � ��� . � ����� . �p . . �� � ���� ��� � � � � : ��` � �: � � �� ��� :� � � E ,, �Y �'�''_ �r� 15 � ��y� :... ._ x.... �� y Y^ �q 1 ""wb . a�'"n,'4'. '6 > 'w_K� ';,� , rvY+'�F } '��i . .:4, Fei � . �; : g � � ��� ��� � � , �. ?Z,�. �. .� _.. �„a� n;;�: , �. R � , �'��,` � b � � ^� � ��� ��� � �� � s��. � � : �. ' `��� � ��_ � �� � � �� � �� � � � .�: y� ., �.�r�. "3 �; � ��'S�� �S"" . � �� . 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"�� .> .� ' £ef � _ a c '___ Piv'`� 's.J 37`y:` . .. . ,g �.. � � � �� 5 g,.0 ` ��' ��. � � `�,� 1 1 . i:�. ✓ � ' .... `s�`i�. . f �;,'� : $ " °f ��. u� �" , . k . �r ..... - i" v�` � ��`#��* y �H t ,ii' . � .. , . .. _ . . j �. ��° . ftIGHT FROiVT VIEW / 3-26-2012 � __ _ . _w �'� �� - ; �' U.S. 6EFARTMC� �n�aa%i���cuM� �pgDPR{}t3FiIVG CER7iFICATE on�a rvo. �ssa-000s — ��' FE,(3ERAt EMERGENCY MANAGfMENT AG �OR NON-RESIQEN7lAl STRI3GTURE� , ExDiratiGn Date: 1ut}+ 31, 2015 � .ati+.nyl iEtno ln�unr�:r , � � t. EVk�i�Ff�lE�Ji C?��T r ihe floadproofing��o "non resi ent�a ui:dings may be perm;;ted as an aitemative ta elevating to �r above tha Base Flood �;evation; however, a flondprooffng design certification is rep.uued, This fctrm is ta be used far that ce+tification. Fioodproo#irg af a residenUat buUdirfp, dees r��t atter a cammw;±ty`s `loadplair management efevatior� rEquirements or af%ct the �nsurance rating unless *.he co�munity has beer� ;ssuetl an exception by FEh1A to allow ft�3o�proofed resideniiat basements. The ,nermi2ting af a f�oodproaferl residerrtiai taasement requires a separate certification spECi#ying that the desigr, campiies wittj the locaf fiood�lain management ord�nance. SIILBIPti; GWPIER'S NAb',�E S"�3EFi ARDP,cSS (irsChid:naJAP'._ i+ rt. SniB?, sn�,�r g.r�g. Nu.m2erj.fik P.Q ROUaF RPJI3B9?t kUhABER �THeR �E5CN7Pf10N iCo! an� SkN� Ni+�A�'s et. :� �'�i��[EZ�'�r v • / r cF�r _ _ _ __ �. ��i�aJ j'�'T'C� S'k�f Zls� COt�f, %"'j•r�-s'y 4 3 3l6 7 S£CTIQN 1— FlOOQ INSURANCE RI�TE MAP {FtRM) ItVFORMA710N Provide the folfawing trom the proper FtRM: tr,r.hu�ti�rvw��s�eE�h ,a•=C.v�a+5::� e<; � .FFie ne;sp:;iRS'!A4�H :1�7.�0;1: AAS'�iQu�ElE°eY,}.ti l�sa 16 iZ.jii3t.... C�%li�L �+ (�0.1tt"Q� t�� {: �G?a,esusas,Y�. � �•r � � ind�eate eie�at�oe daC�m irsed fm Base Flo?c EievaLnn sl�o•�r,. abom� � NGVD 1929 ta„� NAVE? 1988 � flther;'Source� _ � SECTiON II — FLOODPROOFtNG 1NFORMATION (E3y a Registered Pratessiona! Engi�teer or Architect) EtevaP�a�s ara based on: � Cors;ruction Dia�;ings, �Buildrng Urrder Cor.stn��t;nn � Finisted C.o�s?ractio�i Fioodprqoftng Design Eievation tnfarmation; $uit0�r,g es l.iqodprooted to an eleaat��n �t �? _,�_ feet {!n R��crta Riea on[y: _____ .� meters). (� NGYU 1329 cy NAVD i 9&g ❑�Jther �Sa;s-ce (Eferatiun aatom used rr�;st be the same as �nat used fo� the Sase Ftood i tc.atkor i � He�ght trf Noodpraof ng on tht; b+�,idrng at�ove the towest ad;ace�t gracfe �s �• � `eei ,t.^, Puerto Rico any� _ _ meiers� for Unnumbered A Zo�es Qnty: Mighest ad;acen! ifin:shed} �iade next !o (hf b�iicling {HA6; –� . . � fee7 (in Guertc �2icn ontg: __.____ . m,e!e•gi .,�'JNfY� ]8?9 �NRVD 3983 �llither,'Sauree: � � .P2QTE: For �ns�urance rat+r=g purpases. ?he bu+�d=ng's'raodorooted des,gn eleva4on musi be at le�st � foo; aor.�e ihe 8ase Flood Ele.�at:o� to receire rat�rg r.redlt. #! s flp4dpraofed �nP� to ine $ase ftood �le�eat�on, then ?he bnifding's �ns�ranee ra,t�rgwdi resu4f �n a highei p!enl��tt_) SECTION Iii — CERTIF1CATtON {By a Regisiered Professionai Engineer or Architectl Non-ResidenUal floodproofed Gonsc�uction Certificatiorr 1 certrly tdat, based u�or2 devetapmer.t ana,,�o, revFe�+- ot struetuFel tleslg��, sperrls� at,ar^s, ;r�c7ptans (cr consvuctic�;r, the desrQq aad me[hods at cor,structrcrr� are +n accr.rdaa�e v.ith accep?e� s!and;,rds or pr2ciice tor meeting the ?ailowrn� protr�r�n; The �(roc(��re. together w;#� aitenCant uiUif�es bntl sar=itary fac,l�t es, ic c�xte t�g�t ta ihe'ioodp+oated Jes,gn eEee�atio� indicaied aboae. H'�tr �tH1i5 that are Suki5t2n5atly imReftr�E�.h,}� iG fh2 pc1556gf Oi aatEr. r�ii stra;:s,ura! co^�panpr:?s are taaaFle al resas?irtg `r,��dras,aP:c ar�d hydrr,c{ynarri� tload forces. ,ncludmg toe �ffec<s o' Cuoyar.oy ar,� „r�t�r,oatee debris impaCt tortes i cErtrft Fhat :te+nfQrmatron en th�� cerr -k-ate rFpreser�ts my bpst etfarts fa �ric�pre: the data dvaftatr�`e. I;�ndP: s?ard tt*ar an;� €atse sratem�nt m�y be p,rr,c_'rrahle L?� h+'£ (Sr im�ftiU^mE?7f �si0£'! iFS U.$. �Odp, .'.''C'Cti07i IOUi. !. RT<G�t�k�c :ip�e[ � 1CF,kSE tvlfliBE.�"s to� d`nz Spali . . �rvt3Y t�r,�rn�n) �_.��05 ;eti.E � ,/ C.<iipnAP:Yi�a9"E — . '.a'b.val�/ t aea"'� ,[ f:r'14 / _,- . A � .�... _ _ .�. - _.� � - . . _. _ .. ;h��F'vS $iGWAiL�R{ f - , , Coc;es s'd:i' e sraoe ct • t'na nwr�, �,+i6-�i/eC iRe,�.,ed tr tz; C:T'r ?p,p� S?.ItE _,c: <^r_JE aHn,r;t t::,�7.�5 Za1`j �l� 2�Ii G� CertificaCe `•or, if com�r,anii� ut(irak. 2) tnsorarrce ag€^ticcm�ar:y, and 3) 6u�1d+7g ov��^e;. ufc,,t,j:.c r,;_: p:�£�i4�US EOt*i;:,r;c � �' �� � � � � �iJ � �„ ��� � � �� Ju'I� � �, -- ; �� � �� JiJL � � 2�38� I ggy y{j .—!'-:_' �. �. " p�u�:��Gcai'�n�ie�v i u�:r 1 0 - -, t�':� �¢ iriJpT�_�� � _ — • avanna oo rotectlon SITE 5PECIFIC DRAWINGS FfJR ISLAND WAY TOWERS PROJECT SAVANNAH FLOOD P1�OTECTION 3567 91st Street North, Suite 4 Lake Park, Florida 33403 561.656.2556 561.656.2599 � C+KennedvCa3savaanahtrims.com ` BDudash(a�,savannahtrims.com � THIS DRAWING BEING SUBMITTED FOR REVIEW AND APPROVAL � REVIEWEDANDAPPROVED WITM NO CHANGES � REVIEWEDANDAPPROVEDAS N SIGNED DATE Drawing Index Cover Sheet ................................................ COVER Notes........................................................... N1 Panel location Plan ...................................... A1 Panel Elevations ......................................... A.2 Panel Details/Sections ................................. A3 FABPoCAf10N Wlll NOT BEOIN UNTLL CONTRACTOR OUARANTEE9 ALLDIMEN910NS...9N WW71Na" ro ueuv ouaerrsioNs �,DEIAY OEINERY rns nw emwm�, xora� are npwMmimn hwwn r� pwW� NeY reh100 mmp�NM �� ka. etq ih�y mry not w uMa «�eproauaa vMh ad tl» wAttam m�oem atM BavmnM TrNq, Ine. Capwtlbn. ��^.��t!s�t �llQ.�a'�tstl3,h Ttimc, Tnr_: " �!*,� !#�� � �#� tii,* �s / � � _ _... �.,..,,r � .. w . � � � �� / f81J0.fitI31V#tAff ii��tS �onit�g; i�let�d E�s Nei�r /k�s #: 267� 3567 91 et N. 5mk 4 lake Park PL33403 Phone: 561.656.Y556 Fox: 561.656.2599 Z � O OL � � O Q � 0 ~ � O y- g � <c � �� � � � � � F--. � � � j Q � REVISIONS: 8-4-14 FILENAM� /PATH: CpAEL,R0t AMIP Sai Sn6v�N q� okamxc 8-4-14 RAW R�Y: A V Y: COVER � , �. �� �.. J GENERAL NOTES : I. The structural des�gn of these Removable Flood Shields is generic and has been designed for hydrostatic hydrodynam�c and impact debris Fiood loads w�th water pressures corresponding to I f0ot above maximum water height and flow speed of 5 ftlsec. up to 8 ffJsec, �n ordcr to cert�fy minimum required flood elcvation to top oF Flood 5hields. 2. It ghali be determined, on a �ob by �ob basis, the rec{uired Shield height and Flow speed for the design of Removable Flood Shield5, based on FEMA's criter�a (5ee Note #3) as per ASC� Installat�on and constructipn of these Flood Shields for u5e within flood hazard areas shall be in accordance with the American 5oc�ety of Ciwl Engineers Flood Res�stant Design and Construction Standard SEVASCE 7- I 0. 3. Design cnteria has been based on PEMA fiood proofing non-residential structures manual PEMA 102, and FEMA Technical Bulietm 3-93. 4. Requirements for alum�num flood barriers, terminology, tolerance5, 5tandards of performance and workmanship are those speufied as Type 2 closures in Chapter 7, 5ec. 70 I.2. i of the U5 Army Corps of Engineers 'Flood Proof�ng Regulations'. These Type 2 Plood Cloeures/Barriers will allow'Sl�ght Seepage' during hydrodynamic and hydrostatic pressure flood conditions. 7his should be addressed by the des�gn profess�onals and usage of sump or bilge type pumps is strongly recommended. 5. Shield5 are oniy in5talled on a"X" or "AE" Flood Zone. This condition shall be ver�f�ed and this eng�neer shall be notified iP not compiled with. 6. Flood Shields 5hall not be instailed within areas where ice flows or ice�am5 occur. 7. Flood Shield manufacturer to install and use gaskets and approved sealants following all the recommendat�ons and speafications of the manufacturers respect�vely. 8. F�asting slabs and walls ad�acent to opemng where Flood Shield is to be ingtalled shall be gwen a 5urface treatment by mean5 of water proof sealer before flood shield is mstalled. Stucco and Concrete Surfaces must be smooth, sauare, plumb and level. 9. Existing slabs and walis ad�acent to openings where Flood Shields are installed shall be structurally designed by eng�neer of record, to su5tain the same hydrostatic, hydrodynamic and impact pressures that correapond to mattimum water elevation above fin�shed floor at top of Shield, based on critena mentioned in Note #3. I I. Separat�on of Shield to windowldoor zhall be measured from back of Shield to wmdow/door induding any knob, handle, or protruding dewce, and shall be 2" minimum. I 2. All alummum extrusions to be 6063-T6 alloy, except that 2"x4"x I/4" and top tube5 shall be 606 I-T6 alloy. I 3. All sheet rnetal screws shall be as manufactured by ITW/8midex (or equal) 'TEK Screws", and to be made of sta�nless 5t. I 4. All bolts to be galvan�zed steel ASTM A-307 des�gnation or 304 5er�es 5tainless Steel. I 5. Ail aluminum skin to be 5052-t132 or 3004-t134 alloy. I 6. Panel Assembly Screws shall be of water resistant design (rubber washers). Ail sdicone sealants to be Dow 995 or equai type. I 7. Ail ga5kets mstalled shall be 3/8' thick dense 20 durometer rubber. I 8. All welding to conform to the American Welding 5ociety AWS D I.2. I 998 Regulations. Use certified welders. Use ER-5356 Electrodes. I 9. These drawings are generic in nature but �(if required) be supported by appl�cation specific engmeer�ng. The supportmg engmeermg may dictate some changes which wdl be reflected on the final "app�icat�an specific" drawings, for a specific pro�ect. 20. Surfaces against which the sealing gasket presses must be budt "paper-smooth" to prevent excessive water intrusion, beyond that aliowed by requirements. All surfaces must be plumb, square and level. 2 I, Responsibdity for fding the budding "Flood Proofmg Certficate" is the responsibdity of the owner's architect and/or engineer and not of Savannah Fiood Protection,lnc. 10. Drop-in and calk-m anchore embedded mto concrete for removable diagonai brace if apphcableL2 Base fiood elevation for this location is I I'-0". installation, as weil as at bottom angle of 5h�elds shall be covered w�th a sta�nless steel sidwalk bolt to protect their inside hole from dust, so that machine screws can eas�ly be 23, Finish grade at this location is 4,76' to 6.00' and the fiood instatled at time of flood warnmg. panel installed height is 6'=4' F �� s i � �- , � � �, I I�1 �1 �� Note: Savannah Trims reserves the right to mod�fy the system and components whde meeting ���'� � i�,-_ �, � l ' I I=� '� the FEMA / CORP. of Engmeers Requirements. ' 1 �, ��� i i'\_�n , t '", a; .�U� ! �� �t� �J � �;��� /�� - � � -�.�� , �,���, � � -- �� _ �.;iv P� �± r n � /� == a�c s�h rn�a�. 3567 91 st N. 5uik A lake Park Fl,.33403 Phone: 561.656.2556 FoK: 581.656.2599 ww..Savonrwhirime.com � � � Q � Z � � z O G O � o 8 � 0 J � � � °�- � � rd z z > N _� ��� I� '� � - F�LENAME /PATH: � am sruw THIS DRAWINO BEING 5��� � p�,wiNc SUBMITTED FOR REVIEW AND APPROVAL 6-4-14 �REVIEWEDAN�APPROVED D flRRY� WITH NO CHAN6ES APPR V D Y: � REVIEWEDANDAPPROVEDAS Sh��, NOTES 20F4 SIGNED �DATE T _ .. ._. . .,. t�.�oi � '_+ f _.�..�,� --� _ c '� 1nf , i" - - � 4 -5�r�_ � - , � 6" � 4» �_7� 16� �•�� _7��6„ 1'�,,^7��6, � 4„ 5'-5" PLAN IEW �'_5�� �� SIONED CATf 6" 3'-0" 6" 34' t'-9 4,� �., �,_9 4�� 4'-0" PLAN VIEW a'_n" 1��� �4 � � � 6" 3'-4" 6" " 14 1'-114" ��" 1'-114" �, �4„ , PLAN VIEW �� � 4 N , ih � fD 4'-4" 1'-114° (�,�� 1'-11%4" -------� �-� �B� -- , ---,--- ; �--;--- , --- ---- �-- --- . -- -- --__-� –: : : – : – -------, _ _ _ __ � � i y � 11 � _ _ NI � D-1 m � 4�� N R d' ' � � t0 � -�� Swmnah Tnms,inc. 3567 91 st N. Smte 4 lake Park FL.33403 Phane: S6t.8562556 Fm: 561.656.2599 w�v.5c+annobTrims.com 0 � � 0 O `� o ~ � O Qg � � � � Q � � z � z cf') � �__ ���� �_--�� �� �_` J_� �' [ ��_----__� �-- — --- =�� � •__—�_— i i - i —�• � REVI510N5: D-1 D-1 D-1 J-2 -�J=2 � J-2 , � J-"2 " e-,-,4 D-1 D-i D-1 � D-1 . : , . � � ' •-��_� . ,`_-_��. ,--- --. ,---; - ; ; -- , .'---: ----; ; -- -___�� r __ S11i� " -- - - _ _. ._. Si {C , - - - - - � � _ ' A _ -� ; D-1 ! D-1 � ; D-1 FILENAME /PATH: • • � r � �� • • • • • • • o � • y s • �• su nv • • • • • • • • • • • • $�p��, � -�3 Si$WN ON OR�UMINC ELEVATION VIEW ELEVATION V1EW ELEVATION VlEW °-`-14 Y: OPENINGS 1 sc,�u.e����=��-o� OPENINGS 2 sc�u.e:3�.•=r.o• OPENINGS 3,4 scn�E:�,•=r.o• � Y` n 7he ideas drawings, words and representations hereon are the sde property of Savannah Trims, Inc, and their reiated companies. OF 4 � 7hey may not be used or reproduced wlth ou{the written consent of the Savannah Trims, tna Corporation. r ���¢ / � The ideas drawings, words and representations hereo� are the sole property of Savannah Trims, inc. end their related companies. They may not he used or reproduced with out the written consent of the Savannah Trims, Inc. Corporatlon. THIS DRAWING BEING SUBMITTED FOR REVIEW AND APPROVAL � REVIEWED AND APPROVED WITH NO CHANGES � REVIEWED AND APPROVED AS NOTE SIGNED DATE C " �a � ~ � ��! /� 3/8"x4" DENSE 20 DUROMETER � RUBBER CONT. GASKET i/4"� 4" WIDE CONT. AIUM.�, PIATE FULL SHIElO HEIGHT W/ F.H, S.M.S. 0 10" MAX� O.C, TO VERTICAL 2xJ TUBE tl�lb`/1P,'�t .' t:� t ; - - 1d�t71i���E�laO Gr�x�=�.b _ s:.;���„ . —'"-"' �- � �,m. -- ��� D AUU�M L��( BE � f42}�MEi i I �S ,, \ IN _........ CONT, ALUN. TOP TUBE�" ' .125" ALUM. SKIN (EXTERIOR) W/�14x3/4" OUT S.M.S. AND NEOPRENE WASHER O 10' O.C. TO TUBE FRAME ALL AROUND PERIMETER ANO AT VERTICAI TUBES 3/8"6 THRU BOLTS � 12" O.C. STARiING � 3" fROM TOP OF SHIELD �_ 1 PANEL SPLICE SCALE: 3"m 1'-0" , • • ►♦� . ►./ ��� � ��`� � � �� � �•� � � i � � � �� � � �•�• i"'I SNCCO CONC. BIOCK OR POURED CONC. WALL �Q'0. 4' TPPCONS � 6� 0 8" O.C. � �'0 CAULK IN ANCHORS 0 12" O,C. '— W/1J' MIN. PENEiRATION INfO CdNt. 2"x4' CONT. ALUM. W/ ]'-20 S.S.N.S UBE 0 ENOS 2`z2'R1/4" COM. ALUM. ANGLE VERT. TO 2'x4" TUBE FRAIAE (WEID YERTICAL ANGLE � � i0 ALUU. ANGLE AT FLOOR) .125" ALUM. SKIN WRAPPW CONT. WELD qT lAITER/SPl10E AROUNO S�DES (EXTEWOR) 2'x2"X1/4" CONf. ALUM, PNGIE AT FLOOR 27f4 CONT. ALUM. TOP TUBE; J 2 4" OFF-SET JAMB�CMU & STUCCO� SCALE 3 �1 -0 0 2"X6'X}" TUBE CONNECTING MULTIPLE PANE 2'X2"X4' S?RUC. ANGIE — AT EACH SPItCE AND AT END Of PANEI i�"� 5.5. THRU-BOLTS O 2"x4"�' CONT. ALUM. TOP TUBE (WfLD 2X4 TUBE TO VERTICAL TU8E5 AT EACH SIDE} 125' ALU�I. SKIN (EXTERIOR) W/ �14z3/4" S.M.S. W/ NEOPRENE WASHER 0 10' O,C, AT FACH 2x2 HORI20NTAL TUBE HB HORIZONTAL BRACE SCALE; 3 =1 -0" $ECTION VIEW SNOWN WITH 2"X6' HORIZONTAI BRACE .125' ALUMI. SKIN (FXTERIOR) W/ �14K3/4" S.IA.S. W/ NEOPRENE WASHER 0 7D` O.C. AT EACH 2x2 HOPoZONTAL N8E— t/1' FULL SHIELD HEICNT DENSE 20 DUROMEfER RUBBER CONT. G4SNET —� z'�2'�/4' co�r. u.u�. r�c� w/ �tdx3/4' S.M.S. W/ NEOPRENE WASHER 0 6" O.C. HORIZOHTALLY TO 2x2 BOTTOM TUBE FRMiE — 1/2"z4' OENSE 20 OUROMETER RUBBER CONT. G4SKEf 3/8'0 CALK IN ANCHORS 0 12 O.C. W/1 I/4" MIN. PENETRATION INTO CONC. W/ 3/8"-ZO S.S.M.S- EXISTING CONCREfE StAB OR fANCRETE FOOTMG REQ'�.—� OUT � " � Y;: i;i iN e �;;,:: � ::?; I it;: I:;;: . .:_�.� iii 1 9 1� ;:j; • SEE NOTE ! Iid:i ON PnGE 15 S�A SILL STANDARD SCALE: 3 �1'-0F Savannsh�, 3567 91 et N. Swte 4 lake Park fL33403 PMne: 561,656.2556 Fox; 561.658.2599 Z � O OG � O Q � � F— ° z ¢g o Q z � � � � � � 6 � REVISIONS: 6-4-Id FILENAME lPATN: �q� nm srMw 5ti5 SFdYlN ON DRAwINC 6-4-II RA RRBY; A R V D BY: 5t1 • D14 r . lsfas�d irVav ica�r�rs Fl�cat� Pa��l Ta4ce 4ff Z-10-14 FL000 �PEN �N s� OPENIN6 SiZE IN OVERAU. PANEL PANEL I� FEET & INCHES INCHE8 OPENING SIZE anEt+u+a p: FEET INCHES WIOTH (In) NADTH Qn� HEIRHT (In) 7 4 6 3� "Mehse 80."wlde � 76."high 2 3 0 78."inehes 4&"wida 78."hlph 9 3 4 40."Inchea ea'Yrlds�� i8.•'Iqph .. 4 3 M1 10."inchas 62."wld� 7&"hlph. St1B 7C7TAL ==_> MAI( PANEL WEIGHT: = 88.1 MAX PANEL WIDTH: a 28.0 Sq FT W��Yh� Psr Pa��l� par Na ol VM. Junb No. ol Individwl No. ot PanN Op�ninp LBS ap�nlnp JoiMa Po�ls Pwu Kick�n Pend Wldth Harizonfd Bnus Wdphla COMMENTB Paml M ID's 71.J1 sqlR 2d0.7 LBB � pnit 2 0 0 Y1.7 1 80A P OFfBET 1 TTru 7 26.38 sqHt 177.3 L$S 7 pnb 'I 0 0 24.0 7 89 � 4^ OFFSET 4 Thru 5 i7.41 aqlfl 182A L89 2 pnls 1 0 0 2&0 1 88 4" OFF8ET 6 Thru 7 Y7•'14 sWtt 192•1 LB8 7 PnN 7 0 0 28.0 1 80 4" OFFBET 8 Thru 9 S4 � I Op�nfny LBS I op�ninpe I Joinb I Pwh I Posts I Klek�n I HorimnW I PaMI Welphb �� � ■ \ r G / -� l /crC � r U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY Nadonal Flood Insurance Prograrn A1. Building Owner's Name ELEVATION CERTIFICATE important: Read the instructions on pages 1-9. SECTION A- PROPERTY INFORMATION LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bidg. No.) or P.O. Route and Box No. 223 ISLAND WAY City CLEARWATER, State FL ZIP Code 33787 OMB No. 1660-0008 Expiration Date: July 31, 2015 A3. Propetty Description (Lot and Block Numbers, Tax Parcel Number, Legal Desc�iption, etc.) Q6-29-15-43326-000-0060 A4. Building Use (e.g., Residential, Non-Residential, Addition, Rccessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 27deg. 58' 45.T' Long. 82deg. 48'S7.9" Horizontal Datum: ❑ NAD 1927 � NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to oMafn flood insurance. A7, Building D(agram Number a A A8. For a building with a crawlspace or enclosure{s): A9. For a building with an attached garage: a) 5 q u a re f o o t a g e of crawls pace or enclosure(s) I�q sq ft a) Square footage of attached garage N!� sq ft b) Number of permanent flood openings in the crawlapace b) Number of permanent flood openings in the attac he d garage or enclosure(s) within 1.0 foot above adjacent grade $ within 1.0 foot above adjaceM grade -0- c) Total net area of 800d openings in AS.b � sq in c) Total net area of flood openings In A9.b -0- sq in d) Engineered 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. CouMy Name CLEARWATER / 125096 PINELLAS B4. Map/Panel Number B5. Sufiix B6. FIRM Index Date B7. FIRM Panel 12103 C 0102 G 08-19-09 Effective/Revised Date 09-03-03 B3. State FLORIDA B8. Flood B9. Base Flood Elevation{s) (Zone Zone(s) AO, use base flood depth) AE 11' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. p FIS Proflie � FIRM ❑ Community Determined ❑ OthedSource: B't t. indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 � NAVD 1988 ❑ Other/Source: 612. Is the building located in a Coastai Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: ❑ CBRS O OPA SECTION C- BUILpINCi ELEVATION INFORMATION ❑ Yes � No Y1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' I� Finished Construction � *A new Elevation Certificate will be required when construction of the building is complete. :2. Elevations - Zones A1-A30, AE, AH, A(wfth BFE), VE, V1-V30, V(with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specifled in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: CITY of CLWR. BM (3-04.5 Vertfcal Datum: 3.85' {�AVD'88) Indicate elevation datum used for the elevations in items a) through h) below. � NGVD 1929 � NAVD 1988 0 OthedSource: Datum used for building elevatfons must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor {including basemer�, crawlapace, or enciosure floor) 6.� �I feet ❑ meters b) Top of the next higher floor 5.3 � feet ❑ meters c) Bottom of the lowest horizontal structural member (VZones oniy) N/ . ❑ feet ❑ meters d) Attached garage (top of slab) N/A. � ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building ¢.3 � feet � meters (Describe type of equipment and locatfon in Comments) � Lowest adJacent (finished) grade next to building (LAG) 5.� I� feet ❑ meters g) Highest adjacent (finished} grade next to building (HAG) 5.7 � feet ❑ meters h) Lowest adjacent grade at lowest elevatfon of deck or stairs, including structural support �/ . ❑ feet ❑ meters SECTION D- SURVEYOR, ENOINEER, OR ARCHITECT CERTIFICATION This cerkification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information./ certify that fbe informafion on this Ce�flBcate represents my besf efforts to interpret the data available. , i `""�'� 1 understand that any false statement may be punishable by Bne orfmprlsonment under 18 lI.S. Code, Section 1001. "`,� �;,•� �' � Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a �,�!w�y,a=6�°m�� � Check here if attachments. licensed land surveyorT � Yes ❑ No ,yW ,`��`��,:'`�6��t;���, �,�4, t , Certifier's Name LARRY L. EVANS License Number PLS # 2937 Tdle LAND SURVEYOR Company Name EVANS LAND SURVEYING, INC. Address 1460 BELTREES�3' STE. 9 City DUNEDIN, State FL ZIP Code 34698 Signature � � Date 07-31-2013 Telephone (727) 7343821 `}� v � '���i ° �, �, � � � ���� ` � ' a F a � � � ` �� : ������ , .^. . a � �Q�e.'� �i�� ' �- iy'..Ja ,�c�� �:;,,,J . . ,/j p 30 ` -� � �'{ � 9 r� �' vot B�; ) �� v Y� �� �:. c`�ia7�'.v � `. , h' �� . tLtVA I IVN (:tK 111-I(:A 1 t, page z ' ' IMPORTANT: In these spaces, copy the corresponding information from Section A. Fo�t IN3UF�ANCE CCSMi'ANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box Na Policy Number: 223 ISLAND WAY City CLEARWATER, State FL ZIP Code 33767 CompBny NAIC<Numbert SECTION D— SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community o�cial, (2) insurance agent/company, and (3) build(ng owner. Comments C2.e): ELEV.ATORS ARE ON LOWEST FLOOR. AIR CONDITIONERS ARE ROOF MOUNTED Signature SECTION E - �UILDING ELEVATION INFORMATION Date 07-31-2013 NOT REQUIRED) FOR ZONE AO AND ZONE A(Wil'HOUT For Zones AO and A(without BFE), complete Items E1—E5. If the CertiBcate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1—E4, use natural grade, if available. 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 elevatian is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or O below the HAG. b) Top of bottom floor (incfuding basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see ages 8-9 of Instructions), 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 ❑ betow the HAG. E4. Top of platform of machinery and/or equipment servicing the building is [1 feet ❑ meters ❑ above or � below the HAG. E5. Zone AO oniy: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local officfai must certify this information in Section �. SECTION F- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized represeMative 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 5ections A, B, and E are correct to the best of my knowledge. Owner's or Ovmer's Authorized Representative's Name City Date SECTION G — COMMUNITY INFORMATION State ZIP Code 7elephane Check here if attachments. T e loc;al official who is authorized by law or ordinance to administer the community'a floodplain management ordinance can complete Sections A, B, C(or E), and G o� this Elevation Certificate. Complete the applicabte item{s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G'1. ❑ The information in Section C was taken from other documentatfon that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevatfon information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community oNcial completed Section E for a bufiding located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. � The foitowing information (items G4—G10) is provided for community 800dplain management purposes. �4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor (inctuding basement) of the bufiding: ❑ feet 0 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 O�cial's �iame Community Narne Signature Comments Title Telephone Date Datum Datum Datum Check here if attachments. ELEVATION CERTIFICATE, page 3 guilding Photographs See Instru�tions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Sufte, arxi/or Bldg. No.) or P.O. Route and Box No. 223 ISLAND WAY City CLEARWATER, State FL ZIP Code 33767 FOR INSURANCE COMPANY USE Policy Number: 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 Viev�' and "Rear VievW'; 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. � ���p�f , � � J�,.� �� � ��� � � � , - T;,. � ��^ x �a� ,. , ~� ��'�ra� �. � �� �� ��� ��.� ..� . � ��L �+4 � _-�� � �: �{� � � � � � E �� rt �. _ ��� � �k: _ _� ��� �� � ; �� �� ��. ��� .� � __�� � �� � �,y ;� �� � �� �� ��� � � i _� `� `,'S � _ � �� � %t � � ' �, �'���������h '� ;�� � ; � ���� :���, �� � �� � � � t �*� � ��� � �, .,� .. , �� ����� _�� .��� / �<_ RIGHT REAR VIEW / 3-26-2012 ELEVATION CERTIFICATE, page 4 guilding Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street A�ress (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 223 ISLAND WAY City CLEARWATER, State FL ZIP Code 33767 FOR INSURANCE COMPANY USE Policy Number: 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; °Frorrt VievW' and "Rear Viern�'; and, if required, "Right Side VievW' 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. �� �' :� � � �� �� ��� t ;1 �f � �� �r p� `,��' �� r �� �� ��� �� �� � � �� � k������ ll��,, �'' `��1� , . ; !{ � ��` � �r `� ����� �� � =.ti� � - ,�'� : ��� . �� l� �� x rF � � �y i���� # � �� k ���� �i ������ ��.. LL � i ��� ��� � %�� �� ��� � ��� � � �.� LEFT REAR VIEW / 3-26-2012 �.,,, � :,�,„ �� � :�.� �� � �� � �� �� x���.� � ,�„ � �. ��� � � �ti�- � 4 `� y�j � _ ��}�� � � c�� ! ' ��� �II�O��' ' ���� �t � � �� �,'� s �' � r��t$ ti . .�i �,�~ r'�� � y < � � '+�, . , ""'� ������ _ _ _ ,.. s '� ��I�� �E'lli s,�' ` ! ' ',� l � � � � ` � � � �� ��� � ����,� ������� � `1 I , �� � � � �' �M4�� �� � ���'I .a�j� . ��'. 1\` f9 a 7 a .v LEFT FKON I VItW / 3-16-LUIL ,��,; � r , �� �° �� � ;�'`��,��.. �� � �� � �� � � � �. �, ��� � � �. _ . ��� �. �' � � .e � �" � ��� , , � f��''�� � �"' � ; � ��/� � � ��`�` ��� X� �. ,� �� � � � � ,� ` .� ��� � �/ � � �,. �. � _��, . �=> ', � � �,,! �'' __ �'i , ' � ����� 4 �� � �r �x i . ��� . . � �� g rr, �� ��t��� � ��, � �, � � � . ��. � ,� . .a� , � �.� � x . �.. : � ����`���;=� f _� �� ���0 ` , _ -�_ � � ��� �= - t �. �. ���; �. � � �r, � -- � � �. � r �h � _ �� -�, i: � s �s- ... �.'a/��" : �� �i� : k 2L - . � �� I��� `— _'_ _ — �,� ��� _� � �''�! , T ` ' ��.:,• .l �� � �. ��� _,...,_ __.___ __ _ _ RIGHT FRONT VIEW ! 3-26-2012 -�; . :d yr-; e - =a �'�,�11