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08-0167 First National Bank
CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 04-11-2008 PERMIT#: 080167 WORK DESCRIPTION MAJOR RENOVATION WORK LOCATION 802 FIRST ST OWNER NAME FIRST NATIONAL BANK ADDRESS 101 W MULBERRY BLVD STE 100 CITY,ST,ZIP POOLER GA 31322 PHONE NUMBER 629-4400 CONTRACTOR NAME PIONEER CONSTRUCTION ADDRESS 31 PARK OF COMMERCE WAY CITY STATE ZIP SAVANNAH GA 31405 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 450 OCCUPANCY TYPE U TOTAL FEES CHARGED $2,990.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $350,000.00 TOTAL BALANCE DUE: $2,990.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org }'* is ; r c IKit���~ CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 08/28/2008 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT#: 080167 PROPOSED USE: MAJOR RENOVATION OCCUPANCY TYPE: P CONTACT NAME FIRST NATIONAL BANK CONTACT ADDRESS 101 W MULBERRY BLVD STE 100 CONTACT CITY STATE ZIP POOLER GA 31322 PROPERTY ADDRESS 802-A FIRST ST Alir APPROVED BY: �.L_ P. O. Box 2749 -403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org Map1T,by BinaryBus http://www.sagis.orghtpp/default.htm SAG IS [Color Selection gij HELP Property Analysis Tools © Map Tools 1 13 0 c vs a Property Information Email this property .-j,. r Parcel ID: 4-0019-02-062 t. %gat Owner Name: SOLOMON SHELDON ?' . `� 14, Property Card , * y . ,_ r• `. 1,4." - , r Link: CLICK HERE i Property Address: 1ST ST 000802 '` lk "itie, • • -4%, hi `y SN Zoning: C-2 4�`' goy• 41.: A V.A. , Flood Zone: TYB ' Aldermanic Code: Unincorporated Chatham County ,- f fir •r„ "` Commissioner 4 `,. t :- r Code: Patrick K.Farrell - Phone:355-6699 ", T " ` ; Al Zip Code: 31328 +� - '! Neighborhood i�. Code: 02050000 r. ` r " - Calculated ,�,• :1` , Acreage: 0.63 -,+ it Land Value: $1,468,000 ti - Building Value: $104,000 .` t" p,' ... or , Real-estate Value: $1,572,000 . 4 $ `.k r . 11141111?- Sale Price: v $217,849 Sale Date: Selected Property:4-0019-02-062 P DD/MM/YYYY 04/07/1999 Cil Property Search Results 1......I 1"1..nn..n4i.... LOT 22-A EAGLES NEST Market Analysis Results OWNER SEARCH:SOLOMON SHELDON Information Cill Select the WM option to view property details Disclaimer: -; REC r PARCEL#i OWNER This website is a public resource of general information. 1 LEI I 1-0011 -03-006 i SOLOMON SHELDON SAGIS makes no warranty,representation or guaranty as the content,sequence,accuracy,timeliness or completeness of any of the database information 2 I 4-0004-20-026 SOLOMON SHELDON provided herein.The reader should not rely on the data 3 provided herein for any reason.SAGIS explicitly 4-0019-02-062 I SOLOMON SHELDON disclaims any representations and warranties,including, without limitation,the implied warranties of 4 UM I 4-0007-05-027 I SOLOMON SHELDON&NANCYC* marchantability and fitness for a particular purpose.The sales information provided here is current to December 5 I 1_0011_02_010 I SOLOMON SHELDON&NANCYC* 31,2007.There is not guarantee,direct or implied,as to the completeness,content or accuracy of the data.For 6 INES I 4-0004-20-116 I SOLOMON SHELDON&NANCY* the official information please contact the Chatham MEMS Coun Board of Assessors. i-vt;°7rtli Records 1 to 6 of 6 r AIS Savannah Area Geographic 1 of 1 09/18/2008 11:39 AM Information Only-Not an Official Document htt n•//www.chathamcounty.org/taxasp?pkey=58641 Chatham County Board of Assessors Page 1 of 4 4-0019-02-062 Property Record Card Published on 51222008 11:56:19 AM Information Only-Not an Official Document-Tax Year 2008 LOT 22-A EAGLES NEST PHASE 3 PTN 38P 9.64 AC SOLOMON SIIELDON PO BOX 30218 SAVANNAH GA TY08 NEW PIN;COMBINATION OF 4-19-2-10&4-9-2-36 PRB 31410-0218 389 9 10/5/07 PL 802 1ST ST Exterior Wall SIDING/SHIN U11AAA24AAAAAAAA� Quality Factor AVER 1.00 3 4POR(24) AAA' Land Value 1,468,000 Actual Year Built 1940 7 Effective Yr Built 1970 29 AAAA32AAAAAAAAy Misc Value 4,500 AAA 8 Bldg Value 99,500 Functional Ohs. 000000 3 GFA(1782) AL Total Value 1,572,000 Economic Obs. 000000 s UU Value by Cost-Market Adj. Cost Multiplier CLASS D + CAAAAA28AAAAAAAAA17 Loc Multiplier SAVANNAH = 1tAt7 A0 Obsvd Cond 000000 6 15 5 AloAA� + AAAO POR(732) 9 Section STORE-COMM AAAAAA301SAAAAAA' 0102A0 Effective Area 1,782 Business Code RETAIL LO '7 FOR(210) '7 5 Points 0.0000 Quality/Class LOW CLASS UAO PuIAAAk30kAAAAAAAeAAA)4AA18AAAA0 Bldg Rate 101.06 Stories 01 STORY RCN 180,088 Ave Height/Story 10'WALL H %Depreciation 0.7100 Ave Floor Area 350 MULTIP AREA FLAT EFF% E/AREA ACT%A/AREA EA/AA HEATED OBSOL 0.0000 Ave Perimeter AV PMTR= Building Value 52,230 Unit Multiplier N/A GFA 1782 1.00 1782 1.00 1782 1782 1782 Balcony$/sf 000000 POR 966 1.00 966 1.00 966 966 Elevators$/sf 000000 Dep Table 40-YEAR LI Book Page Date QS Sales Price 202G 308 0499 U8 217,849 GFA(L32U7POR(U4L6D4R6)L6U4L24D29W2S2D6S2E2D3R30POR(L30 184U 0467 0497 Q 106,300 D7R3007)7J15R2800R(L1805L5D5L5012R8D3R18U5R51J5R10U9L100 3L3U3)R4U2R3U6L3U8). 1st Permit No Type Date Amount franc multi-tenant converted residence. Wood panelled ' 1at walls,hw/tileflooring/exposed flour. lighting no 080030 0108 10,000 cha. 1 restroom window a/c. dated interior finis 07-0437 CO 1207 h. 070410 0907 50 Appraiser LAL LISA LOWRIMORE L.Insp Date 09/18/07 Use Code 0002 COMMERCIAL 20510.00 T500 NBHD TYBEE L150 M090 B230 History Values Tax Year Appraised Value I of2 09/18/2008 11:39 AM Information Only-Not an Official Document httr•//www.chathamcounty.org/tax.asp?pkey=58641 M15C BLDG CODE DESC LENGTH WIDTH UNITS ADS PRICE EYB DT PCT ADJUSTMENT VALUE 1 1 PORA Comm porch avg 30.00 7.00 210.00 10.51 1970 40 71.00 .90 640 2 1 PORL Comm porch low 6.00 4.00 24.00 11.09 1970 40 71.00 .81 80 3 1 PORG Comm porch good .00 .00 732.00 17.21 1970 40 71.00 .90 3,650 LAND LUSE DESC ZONING UNITS TP PRICE ADJUSTMENT CODE/FACTOR VALUE 1 30 5(150 RETAIL C2 27956.00 S 35.00 .00 .00 .00 .00 1,467,600 5 27958.00 2 of 2 09/18/2008 11:39 AM Information Only-Not an Official Document ht+ •//www.chathamcounty.org/tax.asp?pkey=58642 Chatham County Board of Assessors Page 2 of 4 4-0019-02-062 Property Record Card Published on 5/22/2008 11:56:19 AM Information Only-Not an Official Document-Tax Year 2008 SOLOMON SHELDON PO BOX 30218 SAVANNAH GA 31410-0218 802 1ST ST Exterior Wall u I n G1.S20AAAAy - MINUS Quality Factor 1' Actual Year Built 1 a a Land Value 1,468,000 Effective Yr Built 1 ' ' Misc Value 4,500 . . Fimctional .. 111111 . . Bldg Value 99,500 Economic Obs. 000000 . AAAI215AE Total Value 1,572,000 Cost Multiplier CLASS D . . . . Value by Cost-Market Adj. Loc.Multiplier SAVANNAH 77GFA(1540) ' ' . a a O. 111111 ' 36WD(144) Section • I s 496STG(552) Business Code OFFICE LO . a a a QUahty/ClaSS LOW CLASS . . a . Effective Area 1,540 Stories 01 STORY = AA" ' Points 0.0000 Ave Height/Story 1 • •Al2AAt7 Bldg Rate 106.09 Ave Floor Area 1 MULTIP An20AA=.7 RCN 163,371 Ave Perimeter AV.PMTR= AREA FLAT EFF% E/AREA ACT%A/AREA EA/AA HEATED %Depreciation 0.7100 Unit Mukiplier N/A GFA 1540 1.00 1540 1.00 1540 1540 1540 OBSOL 0.0000 Balcony$/sf 111111 STG 552 1.00 552 1.00 552 552 Budding Value 47,380 111111 WD 199 1.00 144 1.00 199 199 1 GFA(L20D77R20U77)ADD(D27R16)STG(L12WD(L4036R41736)D96R1 Book Page Date QS Sales Price 21796). 1st fram '. a low class office. Wood paneling, flourescent lightin g. window a/c unit. Stg 552 sq. ft. is a personal property mobile office on concrete block p Permit No Type Date Amount Lens. Still has wheels on aaels under bldg. Moved onto 070437 AD 1007157,000 property during 2003. 02-483 AD 1102 Appraiser LAL LISA LOWRIMORE L.Insp Date 09/18/07 Use Code 0002 COMMERCIAL NBHD 20500.00 L150 M090 B230 II History Values Tax Year Appraised Value 1 of 2 09/18/2008 11:40 AM information Only-Not an Official Document httn.//www.chathamcounty.org/tax.asp?pkey-58642 S 27958.00 2 of 2 09/18/2008 11:40 AM Information Only-Not an Official Document htr-•//www.chathamcounty.org/tax.asp?pkey=58643 Chatham County Board of Assessors Page 3 of 4 4-0019-02-062 Property Record Card Published on 5/22/2008 11:56:19 AM Information Only-Not an Official Document-Tax Year 2008 SOLOMON SHELDON PO BOX 30218 SAVANNAH GA 31410-0218 802 1ST ST ♦ DRAW U0U120A8A3 Style ONLY a Land Value 1,468,000 a a Misc Value 4,500 47 a Bldg Value 99,500 0.8A8.29AAAk, ' a Total Value 1,572,000 • 7BD1(3363) 77 Value by Cost-Market Adj. 29 AAAAA32AAAAAAz' 8' a At a 0A16AAy a + GRAAAA35AAMAAi, a 6 140 0133(561)A)114 a + s a a AAAAA30AAAAAAj, 0222' a Effective Area 0 0222222BD4(207)W U 7 a Points 0.0000 5BD4(30) 5 A82202220 AAAAAAAAA36AAAAAAt0 Bldg Rate 0.00 AREA FLAT EFF% E/AREA ACT%A/AREA EA/AA HEATED RCN 0 BD1 3363 1.00 3363 1.00 3363 3363 %Depreciation 0.7100 503 561 1.00 561 1.00 561 561 OBSOL 0.2900 BD4 237 1.00 237 1.00 237 237 Building Value 0 BD1(L24D29S2W2D6S2E2D3R30U14R35D14BD3(L10D3L3D3BD4(D5L 3601)4(L6U5R6D5)U5R14U6R3D3R3D3R16)L16513L9U303U903U3R3U 31516133R303R1009)D7R20U77L20D47L3U8L32U7L6U4). Book Page Date QS Sales Price 1st frame multi-tenant converted residence. Wood p anelled lat walls,hw/tileflooring/exposed flour. light ing no cha. 1 restroom window a/c. dated interio Permit No Type Date Amount r finish. Appraiser LAL LISA LOWRIMORE L.Insp Date 09/18/07 Use Code 0002 COMMERCIAL NBIID 20500.00 L150 M090 B230 History Values Tax Year Appraised Value 1 of 2 09/18/2008 11:40 AM Information Only-Not an Official Document ht+^•//www.chathamcounty.org/tax.asp?pkey=58643 9 27958.00 4-0019 -02-062 Page 4 of 4 Reg 8y: BEN GEIDEL 05/16/08 10:57:53 CHATHAM COUNTY CURRENT 2008 PARCEL SEQ 4-0019 -02-062 001 ADMIN DATA SUMMARY NO. CHARACTERISTIC VALUE DESCRIPTION 01 Light Code 00 0.00 02 Transit Distrso 0 NO BUS CODE 03 Commercial Cat. 3000 MISCELLANEOUS RETAIL 09 COV. Last Date 05272008 10 COV. Last Value 0001572000 12 COV. Message Cd 11 18 Tax Alloo D1st 000 NO TAD DISTRICT 20 Enterprise Zone 000 NO ENTERPRISE ZONE 2 of 2 09/18/2008 11:40 AM 515 Blair Street Savannah, GA 31401 o: 912.236.1 961 f: 912.236.6710 m a u p r n JayMaupin @bellsouth.net E N G I N E E R I N G ENGINEERING•?TANNING•DEVELOPMENT September 2,2008 RECEIVED Mrs. Brannyn Allen ,ca?72 Director of Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, Georgia 31328 RE: First National Bank @ Campbell & Hwy 80 Dear Mrs. Allen: I have attached 4 signed copies of the as-built for this project. If you need additional information or copies please let me know, otherwise I am considering this project complete. Sincerely, Maupin Engineering, Inc. Jay Mo pin, PE en' osures mauPin ENGINEERING RECEIVED engineering•planning•development i''� "• August 27,2008 Mrs. Brannyn Allen Director of Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, Georgia 31328 RE: First National Bank @ Campbell & Hwy 80 Dear Mrs. Allen: To the best of my knowledge based upon my observations and review of as-built conditions the subject project has been built in general accordance to the plans and specifications approved by the City of Tybee. Sincerely, Maupin Engineering, Inc. ------ Jay Maupi► 'E 515 Blair Street•Savannah, Georgia 31401 • 912.236.1961 p • 912.236.6710 f • email: maupineng @bellsouth.net making engineering innovative e 4, CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW FEE DATE ISSUED: 08/28/08 PERMIT#: 080167 WORK DESCRIPTION MAJOR RENOVATION WORK LOCATION 802 FIRST ST OWNER NAME FIRST NATIONAL BANK ADDRESS 101 W MULBERRY BLVD STE 100 CITY,ST,ZIP POOLER GA 31322 PHONE NUMBER 629-4400 CONTRACTOR NAME PIONEER CONSTRUCTION ADDRESS 31 PARK OF COMMERCE WAY CITY STATE ZIP SAVANNAH GA 31405 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 450 OCCUPANCY TYPE U a TOTAL FEES CHARGED $3,602.50 PROPERTY IDENTIFICATION# . /1 C6` PROJECT VALUATION $350,000.00 ' ENGINEERING REVIEW FEE TOTAL BALANCE DUE: $612.50 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: 4/0 I /)./46, P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisengincAbellsouth.net INVOICE August 28, 2008 Invoice#20710002 Diane Otto — RE EIVED City ty o of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912) 786-9539 RE: Bank @SW corner Campbell and HWY 80 02-18-08 1.0 hours Research on floodproofing. Coordination with City, Ai.chitect and Engineer on floodproofing changes during construction 02-28-08 1.0 hours 04-03-08 0.5 hours tI It 2.0 hours 08-28-08 1.0 hours Attended Final lnsp 08-27-08&email corresp. On 082808 3.5 hours @ $175/hour = $612.50 Total Due This Invoice. la" 1/20- 5Z- (2 ° 2- b8- fig- �� ad dad .-o P oS-01 e 1 Inspection Report City ot Tybee Island 403 Butler Ave. P.O. Box 2749 tvnee isiann, ci 313Z45 Phone: (912) 786-4573 ext. 114 Fax (912) 786-9539 Igo PermA No„ _0175 — 0 (.0 Date Requested 0 -4-LO - Owner's Name Date Needed Name - --• --- Gen. Contractor Subcontractor Contact Number 0 ym_s2_12.1— D (1 Sir. eer: C 313- 060-1 Location (?C) ---1: 1.54 e5t - -gal, k Inspector Date of Inspection / " • 6, 2Mer I vrpe of inspection i t /111 Pc - OA= :: . - C:.“-cm r t.ss\ . ou Pass s•-3C-1- v'c't o,) A/60')1 bfrs (4 ( c 0". 8c F1 Fail 4. N o F I 00 CI 12i -ix.'" eel/ re,o4A, sp 0 x15 - z gv4 6 cep, rc_&- VAile c/ — r /00y- f siLf (1/4„,„ et,-/ -ro rn S . lo. Le d --\ e C-7 O.M.B.NO.3087-0077 Expires July 31,2002 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL.FLOOD INSURANCE PROGRAM FLOODPROOFING CERTIFICATE FOR NON-RESIDENTIAL STRUCTURES The Aooalprocerg of non-residential burkings may be permitted as an alemative to elevating to orabove the Base Flood Elevation,however,a ilooc,proofing design certification is required This forth is to be used kIr that certification.Floottoroofing of a residential bulking does not alter a community's floocptain management elevation requirements or affect The insurance rating unless the community has been issued an exceptiany FEMA to allow/bodprDOfedresid ntiMbasements.The ofa ifoo:raoltsdresidential basement requk s a separate certification that the design complies with the local floor sin management ordinance. t V N' b N t °`V ON,d_ ( FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER STR4ADDRESS t1 G Aef.,UrYII,S. anNor Bldg.Number)OR P.O.ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION(Id end Block ben,ems) 1� /7<t/,`� CITY t s` ` ZIP CODErV_�J, _tr2 l SECTION I FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 2 '�J�V(Q Provide the following from the proper FIRM: COMMUNITY NUMBER ,P�A)NEELLNNUMBER SUFFIX DATE OF FIRM INDEX FIRM ZONE BASE FLOOD ELEVATION L SECTION II FLOODPROOFING INFORMATION(By a Registered Professional Engineer or Architect) s FIcproofling Design Elevation Information: 2) Budding is tloodpvofed to an elevation of...v..2... 1 ✓ • feet NGVD.(Elevation datum used must be the same as that on the FIRM.) Height of loodprooling on the building above the lowest adjacent grade Is 1 • ..........feet. (NOTE for insurance rating purpose;the building's floor joroofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit.if the binding is itoodproofed only to the Base Flood Elevation,then the buiki'ng's insurance rating vdl result in a higher premium.) SECTION III CERTIFICATION(By Registered Professional Engineer or Architect) Non-Residential Floodproofed Construction Certification: I certify that,based upon development andbrreview of structural design,spedfrcatioras;and plans for construction, the design and methods of construction are in aooadanoe with accepted standards of practice for meeting the ldlowing provision The structure,b x with attendant utilities and sanitary fac ties,is watertight to the floodproofed design elevation indicated above,with wads that are substantially Impermeable to the passage of water. Al structural components are capable of resisting hydrostatic and hydrodynamic flood forces,including the effects of buoyancy,and anticipated debris impact forces. I certify that the this certificate u ?represents U.S. Sadist 1 the data available.I understand that any false statement may p� Y rnprison CERTIFIER'S NAME.1/' 1 _ A LICENSE NUMBER*Affix Seel) TITLE ��'J , !' e•`I COMPANY NAME .....' 1 U 1� I ,I, ADDR 1/5 1 `° ', _ de . CI STATE ZIP CODE ~`.f1.5C3 jrPr • 'C�J r SIGNATURE ^ ta1A14•os PHONE ‘S-'. 446-1. C Y/C C Copies should be made of this Certificate for:1)commundy otfidal,2)Insurance agent/cony,and 3)building owner. FEMA Form 8f-85, AUG 99 Replaces all previous editions a°' a+ A - jti r 1113 R 4 I . i i; R� 44 (2J \\\,,, r. �}� U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28.2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name SHELDON SOLOMON Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 802 FIRST STREET City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) NORTHERN PORTION OF LOT 26,DUCK POND SUBDIVISION&LOT 22,PHASE 3,EAGLES NEST SUBDIVISION,FORT WARD,TYBEE ISLAND A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) NON-RESIDENTIAL A5. Latitude/Longitude:Lat.32.01591 Long.80.84901 (USED A GARMIN ETREX LEGEND) Horizontal Datum: ❑NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawl space or encbsure(s),provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) 2 248 sq it a) Square footage of attached garage NONE sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade 7 walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 2.523 sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 91.NFIP Community Name&Community Number i B2.County Name 93.State TYBEE ISLAND,GEORGIA-135164 CHATHAM GA. B4.Map/Panel Number 85.Suffix 96.FIRM Index B7.FIRM Panel B8.Flood ' B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 135164-0001 C 6/17/86 6/17/86 A8 12 BI0. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile ®FIRM ❑Community Determined ❑Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ®NGVD 1929 ❑NAVD 1988 0 Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date N/A ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-MO,AE,AH,A(with BEE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-MO,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized LOCAL Vertical Datum NGVD 1929 Conversion/Comments NONE Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ 8.5 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 10.50 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A._ ®feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) NONE._ 0 feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building SEE.COMMENTS ®feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 8.2 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 8.7 ►,14 feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. . I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. ® Check here if comments are provided on back of form. A k GIs • Certifier's Name BERT B.BARRETT,JR. License Number GA 2225 No. 2, Title PRESIDENT Company Name BERT BARRETT,JR.LAND SURVEYING,P.C. Address 145 RUNNE' ROAD City SAVANNAH State GA ZIP Code 31410 , 1. � sum Signature L Date 9/10/08 Telephone 912-897-0661 44 v ""100. 11111111111r. FEMA Form 81-31,February 2006 See reverse side for continuation. Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number 802 FIRST STREET City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two 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." If submitting more photographs than will fit on this page, use the Continuation Page, following. LEFT SIDE VIEW FRONT VIEW Nt � '* .., z ,,J, -" 1's .:. '.... 1111 '. ...--' -: ' JEW •,1'4:-IR 'r'''.i.'1' Ik&�' sw ft '� ' ss 4�� I mot_ 111111514611111111101441000 8 TUC? '!V t eio _, . -, ..,,e fr. i/ .�. �. r�� I _ fry ,� ;+may [ € �` / _. —_ _ £�' ' >. ...fs.' I MIII*I III'`�',,t, \ y` �� 4 fl „, ;,,,- REAR VIEW RIGHT SIDE VIEW U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Expires February 28,2009 Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name SHELDON SOLOMON Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 802 FIRST STREET _ City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) NORTHERN PORTION OF LOT 26,DUCK POND SUBDIVISION&LOT 22,PHASE 3,EAGLES NEST SUBDIVISION,FORT WARD,TYBEE ISLAND A4. Building Use(e.g.,Residential,Non-Reside tial,Addition,Accessory,etc.) NON-RESIDENTIAL A5. Latitude/Longitude:Lat.32.01591 Long. -0.84901 Horizontal Datum: ❑ NAD 1 27 ® NAD 1983 A6. Attach at least 2 photographs of the buildin, if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawl space or enclosur•(s),provide A9. For a building with an attached gar., e,provide: a) Square footage of crawl space or enclosu (a) 2 248 sq ft a) Square footage of attached■ age NONE sq ft b) No.of permanent flood openings in the cra I space or b) No.of permanent flood op?- ings in the attached garage enclosures)walls within 1.0 foot above adj.-- nt grade 7 walls within 1.0 foot abe adjacent grade N/A c) Total net area of flood openings in A8.b 2,523 sq in c) Total net area of fl..• •penings in A9.b N/A sq in SECTION B- II eTaloll7 /1:irpfsliAli arrlp `411,17rrkI ik:r71T_�7OIl1 B1.NFIP Community Name&Community Number B2.County Name B3.State TYBEE ISLAND,GEORGIA-135164 , CHATHAM GA. B4.Map/Panel Number B5.Suffix 66.FIRM Ind- B7.FIRM Panel 8.Flood B9.13ase Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 135164-0001 C 6/17/86 6/17/86 A8 12 , B10. Indicate the source of the Base Flood Elevation(BFE)data or.-se flood depth entered in It: B9. ❑FIS Profile lit FIRM ❑Community Determine. ❑Other(De ribe) B11. Indicate elevation datum used for BFE in Item 89: l i NGVD 19=9 ❑NAVD '488 ❑Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS):rea or Other. ise Protected Area(OPA)? ❑Yes LINO Designation Date N/A ❑CBRS I. OPA SECTION C-BUILDING ELEVATION I ORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑ : ilding Under Construction* ®Finished Construction *A new Elevation Certificate will be required when construction of the b "sing is co slete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(w. BFE),AR,A- ',AR/AE,AR/A1-A30,AR/A1-I,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized LOCAL Vertical Datum NGVD 1929 Conversion/Comments NONE 0.A4t -ko 15"5,-,-,,‘e Check the measurement used. Pior '- 3 i 3- 3005" a) Top of bottom floor(including basement,crawl space,or- closure floor)_ 10.50 ®fei, ❑meters(Puerto Rico only) b) Top of the next higher floor 11.32 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural memb: (V Zones only) N/A. 0 feet • meters(Puerto Rico only) g L81C$ d) Attached garage(top of slab) NONE._ E feet ►\ meters(Puerto Rico only) n * e) Lowest elevation of machinery or equipment.ervicing the building 11.32 I feet ■ meters(Puerto Rico only)X',iido n,4 and (Describe type of equipment in Comments) To e44-$,... ptr-4 a,-. f) Lowest adjacent(finished)grade(LAG) 8.2 ®feet ❑ eters(Puerto Rico only) 17- .� Gio TO g) Highest adjacent(finished)grade(HAG 8.7 ®feet ❑m-tars(Puerto Rico only) SECTI•f►; .r - 0 r . . : • r e. : 'CATION This certification is to be signed and sealer by a land surveyor,engineer,or architect authorized by law to certi, elevation information. I certify that the information an this Certificate represents my best efforts to interpret the data avail ale. I understand that any false statement .y be punishable by fine or imprisonment under 18 U.S.Code,Section 001. ® Check here if comments are provided on back of form. Vilb Certifier's Name BERT B.BARRETT,JR. License Number GA 2225 Title PRESIDENT Company Name BERT BARRETT,JR.LAND SURVEYING,P.C. Address 145 RUNNER ROAD City SAVANNAH State GA ZIP Code 31410 r k Signature IMINIIIIR Date 8/28/08 Telephone 912-897-0661 v wp FEMA Form 81-31,February 21 See reverse side for continuation. Replaces all previous editions U.S.DEPARTMENT OF HOMELAND SECURr►. ELEVATION CERTIFICATE OMB No.1660-0008 Federal Emergency Management Agency Expires February 28,2009 National Flood insurance Program Important Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For insurance Company Use: Al. Building Owner's Name SHELDON SOLOMON Policy Number A2. Bolding Street Address(including Apt.,Unit,Suite.andlor Bldg.No.)or P.O.Route and Box No. , Company NAIC Number 802 FIRST STREET City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number Legal Description,etc.) NORTHERN PORTION OF LOT 26,DUCK POND SUBDIVISION&LOT 22,PHASE 3,EAGLES NEST SUBDIVISION,FORT WARD,TYBEE ISLAND A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) NON-RESIDENTIAL, . A5. Latitude Longitude:Let.32.01591 Long.NAM Horizontal Datum: ❑ NAD 1927 0 NAD 1983 Al. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT. Building Diagram Number S , AS. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or erxiosure(s) Ha aq It a) Square footage of attached garage !NNE sq ft b) No.of permanent flood openings in the crawl space or b) No.of pemnenent flood openings in the attached garage endosure(s)walls within 1.0 foot above adjacent grade NA walls within 1.0 foot above adjacent grade NA c)•Tod-net tires at flood openings in A8.b d918 sq in c) Total net area of flood openings in A9.b N8 sq in _ . — --TSB=BLOOD RATE MAP(FIRM)INFORMATION IM.NFIP Constantly Name&Community r Number 182.County Name 183.State TYBEE ISLAND,GEORGIA-135164 CHATHAM 1 GA 84.Map/Panel Number 85.Suffix B6.FIRM index 87.FIRM Panel B8.Flood B9.Base Flood Etevation(s)(Zone ' Date Date Zone(s) AO,use base flood depth) 135164-0001 C 6/17/86 6/17186 AB 12 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile 0 FIRM ❑Community Determined ❑Other(Describe) . BI 1. Indicate elevation datum used for BFE in Item 139; ®NGVD 1929 0 NAVD 1988 ❑Other(Describe) B12. y building located ina Coastal Barrier ReaourrOes System( or Protected Area(OPA)? ❑Yes No SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* 121 Bolding Under Construction' 0 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 BFEL VE,V1-V30,V(with BFE),AR,ARIA,AR/AE,ARIA1 A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized jskoL Vertical Datum )VGVD 1929 . Conversion/Comments NONE Check the measurement used. a) Tap of bottom floor(including basement,crawl space,or enclosure floor). SQ.AQ 0 feet ❑meters(Puerto Rico only) b) Top of the next higher floor 11.,32 0 feet ❑meters(Puerto Rioo only) c) Bottom of the lowest horizontal structural member(V Zones only) N(A._ 0 feet ❑meters(Puerto Rico only) • d) Attached garage(tap of slab) i ._ ®feet ❑meters(Puerto Rico only) a) Lowest elevation of machinery or equipment pervicing the building j2.24 0 feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) . , • f) Lowest adjacent(finished)grade(LAG) $.2 0 feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) $.Z ®feet ❑meters(Puerto Rico only) • SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This codification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the date available. I understand that any false statement may be punishable by fine&Imprisonment rrxAer 18 U.S.Code,Section 1001. GE a 0 Check here if comments we provided on back of form. �lt,Gty sy'4, • . Certifiers Name BERT B.BARRETT,JR. - License Number GA 2225 *y.� � Title PRESIDENT Company Norma BERT BARRErr,JR.LAND SURVEYING,P.C. a o� ' . Address 1 -+ I.I 12- -•• a C �._ State GA ZIP Code 31410 NA- i,, A �'� Signalise ■ �lb �. Date 4/02/08 Telephone 912-897-0661 �; RR FEMA Form 81-31,February .4r h. See reverse side for continuation. Replaces all previous editions " iI Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tvbee Island, GA 31328 Phone; (912) 786-4573 ext. 114 Fax: (912) 786-95.39 Permit No. - e7 Date RPfllif2Qhad - 8.40A Owner Plane nate Needed —42.1 ° P Gen. Contractor A (- ,. Subcontractor Contact Number t. 6) 0 Location L) r' r Inspector (?1 Date of Inspection a hi D Type of InspeeSt \ Fi r■0 '')\c Pass 0, Fail EID1) ( ;_ce. tss ec)( ) • 4 A 5$ A) gAr:• /R\ I,; /1) 4 i } ,----- „A .-:=.- • - • -: ; ,. .• --... . _ li Inspection Report if ,„ city of Tybee Island II1 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 11 il Fax: (912) 786-9539 If ii Perm il- No- 0?-- ( .,ii t.C) 7 D_ate Requested 1 Owner's Name Date Needed r) el- t '7-- 0 ? 1 i Gen. Contractor?, --)noar L.3,15* Subcontractor a k s t---737 - Contact Number i ; 5-8o ] i---; 1- s 4. 1 I rispert3 r _ '1/4 Date of Inspection 13 114/11lab • , _ 1 Type or I rispecticr gl _ \ r , .., , ri I Pass t ' 1- e ,-, 5 lc')e 4:-A- -1,--, r. cti to I cd , — ---- ,-5,, , RNs,9 r I — 1 i Fail ,1......„ _ 1 t , , , a i p d 4, " . - ( k-i, ciL), pl, 3e, d 23 y 4329i ,--DA- ---,,K _ _okso i 1 ---1 ity-\-1E. - t CAtiivrt4 t ,. -,--- • ,:,:.,•--- ••-.) ; _ Inspection Report city of -Pirb,c=?e i .1.0 403 Butier Ave, • PA), Box )744 4) -.Tye Isidoci, CA .3132S r, Po;tone: (51.2) 7S( -4573 ext. -2.....4 u !Pm: (912) 786-05/g \ 41 1 i Rem tec • _. ________ pwrirs N a rri e Date deeded ,---- ( i I C fintractor 1-'2o/-1412):7 f, ,-..S•s4.- Subcontractor k.._.- ,..) rirl• , (.' fiJ1,-) [ : 3 ..... 7-- . -7 S-(0_ 2wi contz. ,-_- : N um b'Etr ) _______ / -,----- r-,- Loctio,r1 02- L; r "f" " -'D4''. — r-_,1L1-- Ni041 "v'&)14+<`1_____ inspector `-7/,=(-1 Date of Inspection . 45n Tvpa (14: .11-m1/ cool - -7-1.. r0 e koc . dr: JrJ 44....7....., oka b... tt1/4 0,\JI Li "") 1/3 1 ti 100 i(f,Z. 154\ 0 • '— ( ^ E't i0Z.'1(-1- )110 l) 1 6 o TZ , 0 it: lq ) i I Do 0 E Tt,4-01)06,0 . 1.- V., r.-,S• y. r- . , A • -\-- , (- cl. ir\fLAN . ( ,';*'Y\'', ,t- -. Pk r - 7 ,, s-- - N , ■ \ 1 -( 1o0 1-DW.., Fri",) 0/1-EK:*1.6, (;:b3 -D4 Afiz' 4/4`.0116E, ( 1 , J 4 ilOi\j/0/E:c7r i..A.s 1- ca e:. 0 i 4.11 if CE c ; i,,) kic it-- 4,;bje,c.f:-.? , o.-1 -F.:6-Ta c.c....) 7140 i 4;)-1 50)((C---.) (--r l-W1 ' bli4e.44 i ft.0 . 1 ( -e-"- E\ Er4iczial-f .b-reivi(' -c-4-17- 1--)6- *************** -COMM. RNAL- ******************* DATE RUG-08-2C k**** TIME 16:58 ******** MODE = MEMORY TRANSMISSION START=AUG-08 16:57 END=RUG-08 16:56 FILE NO.-670 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO ABBR NO. 001 OK a 3062646 001/001 00:01:07 -CITY OF TYBEE ISL. - ****************************>:******* -CITY OF TYBEE - ***** - 912 786 9539- ********* AUG-89-2008 1609 CITY OF TYBEE ISL. 912 786 9S1_ ?.01/01 lie 1 11* ....`41' CEASES FOR ELECTRIC SERVICE FRorilt FRO TYREE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan 937 Phone 9l2-21n ' 04s 2 4"`�4a 3o:..24..1S Location Address: Q2 r-d--� Lot# Release Date:1't5-if 4-d.VIA('• Pekid tr ,0:I 11:,1 0,dei lnd{ dr'ue-4Js-r) Type of Release: Temporary Permanent Subd Name: I — - Electrician: a. S [44,r s� Electrician Phone Number: ! 6(o–,5-ii e I Owner/Builder:����g:1r' 4-r.,r-4-,'o a; Phone Number: ,,3-.31) D S- a' l big( d�.v-ii ,, C" 4 5 Sid'le, , F.:r 51- Ni 4' onat n Ilr Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: - Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: i Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Norther: Ovvuerl/uilder: Phone Number: TOTAL P•01 ; 1 i .'-.:::::•: - ::;:,- -, ... -g v:5.,Ar , /nspection Report ..0 co/0" ti , city- oITyLlef. /stand 403 Butler Ave. PQ. Box 2749 Tybee Island, GA 313J Phone: (912) 786-4573 ext. . Fax: (912) 786-9539 Perout 't'A i, ( Ji (6.-- - 0/ )ate Rtlilf leStii C/1(i -/ 7- 0 L - _ OWner'*; NJ:147417 nate ibli eeiriPri D / ) - 0 ('V ../ ri <- Gen. Contract ei A Q.07 Lri S , Subcontractor k..., 3 ,-" r o;P. ...,.....__..,..... Contact !Number ---Vdt rA .01 -4, r7 57, - 5--- g' g- / ,.._ , Lcati.--yri O ' 4-- ' r S4- ;:-.)"4-- .i: , r (-:4 ',1Q ot4 ' ( b 0 A irc, Ins-pect3 r ,,-;9,01 , )11/0 , ,,) ,;) Date of iriSpeCtiteort 4," ' ■,/ ' --7-. , Type of 1p: H1on (-`, X / S i.- t - c izrVe - . h ....) ( a/ . 0 Pass .•••■----- A i Pass ";?°), rAte,:c'T-6.? <, •"--6-1-1.4--- ,,—.-e. tali rfii i--, ' "&) f7":451th C1Z‘ 1 1 , ----\,.- -.1111,-",5E-1, *, 77 ; Re_a_ s es• 1 2 4 4QIY\(--711 1,1,Q.r\-- , _ *************** -COMM. :NAL- ******************* DATE AUG-12-20E k*** TIME 10:26 ******** MODE = MEMORY TRANSMISSION START=RUG-12 1024 END=RUG-12 10:26 FILE NO.=679 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO, PAGES DURATION NO. ABBR NO. 001 OK a 3062646 001/001 00:01:07 -CITY OF TYBEE ISL. - ************************************ -CITY OF TYBEE - ***** - 912 736 9539- ********* j r41- N li IN -41101 4VIII RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAM) FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan X337 Phone 912 30 te-.2 4 4414 0&6-2$or t2o.41 Sa -2 4221 O ff'-O i w 1 a S+-�o r`s ,rlI 6.44-4:a., Q¢.k-" s. Location Address: (3O - � S JS4. Lot#_ Release Date: F 12-03 re_ioco~' . w. .4er Type of Release: Temporary /Permanent Subd Name: Electrician: c S i4..►r cL Electrician Phone Number: 3 Sco-5?F I Owner/Builder: U.s�r-1^„oe5 2r.v- eDc o' ,.+"Cii, Phone Number: t Flo-51444 O —ot' 1 Location Address: (72-C. ( -4 tt Lot# Release Date: s'"(2 1s' / r to c cL' n�-''�-, ° Type of Release; Temporary ✓ Permanent Subd Name: Electrician: Ci. S cir Electrician Phone Number:f154,--544.11 Owner/Builder: ..t)10 v"0 v. C,p Phone Nuumber: *(a Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder:, Phone Number: �• vv RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 937 Phone 912 l• 3040-2aat_ 3°6-2aoS 34- 2402S O - 01 hot \i; 5 i is Tel 40 a-r: ev 4e_ Location Address: gO-. - "B I SY SA-. Lot# Release Date: (2-03 r e.loca4. r .fix' Type of Release: Temporary /Permanent Subd Name: Electrician: e S P •) r d Electrician Phone Number: '7 S to- s?f? Owner/Builder: VSi��C�Sh-�'0�w�a'�-;9.,C21+' Phone Number: 1 ?tO-s q'q- OS-ot(.1 Location Address:qC72 -(� ��� c�• Lot# Release Date: ?"(2--0g re 10 c a- ,,,,.a4-es"" Type of Release: Temporary /Permanent Subd Name: Electrician: C S R.)rel. Electrician Phone Number: '7 (Q-Sc Owner/Builder: S-o\O 1, yr r-PI-ai0;2J-4 {.S Phone Number: -700- 54.0(p Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: I r Inspection Report C .tTybeeJsand 403 Butler Area P.0. Box )149 -nibee Isidnd, GA 31 Phone; 012) 766-4573 ext.. 114 fax: (912) 186-9539 „Thy, pe.rm ND_ C176-' - 0 t' (01_ Date Requegied 0 K-c)r)-(--)C3 Owneec Name Date 144,e1-436-3 Gen. C43.ntracto n \ Subcontractor u Contact. NUM:her -1 ‘. -7S (0- 5V8i LOCatiOn 6C) 2 04' 04e-16 ti:CP r Date of Inspection — k-Thld b __ eV 0_,_O_CA C;I ? bp 0 7020O6f-1 / NO+ Fail Aji±c1-1 it) I Z' I i'-)41'3b At.2. 044-0.4z. ) , \ • k , k1/4, ---\-(3 ti° dee.)/cu ) tl -T'Z'011,4 - - *************** —COMM. IRNRL— ***********K*K***** DATE RUG-08-2E k**** TIME 16:439 ******** MODE = MEMORY TRANSMISSION START=RUG-08 16 08 END=RUG-08 16 09 FILE NO.=668 STN COMM. ONE—TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 3062646 001/001 00:01:06 —CITY OF TYBEE ISL. — ************************************ —CITY OF TYBEE — ***** — 912 786 9539— ********* lit ts.., 01.1: 'Nu. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC,FAX TO Lynn Brennan 9114:1445,37 Phone 912-11 ' 3�ato-244iRa �9 goo-293-0 .14-44=0"A':3 3 ..2 ,15- Location Address: Q2 1 S c Lot# Release Date: L�'4 -4-Lvh po&4r - b�,;1a:,.3 0^16(104 4r:, -4k.r�) Type of Release: Temporary Permanent1 Subd Name: Electrician: e., s {"t 4.,r a Electrician Phone Number: i 50- g$'I Owner/Builder:P. , .r LA- a r-. Phone Nuunber: ;13 3 O o 5- Location Address: Lot# Release Date: Type of Release: Temporary —Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: — Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number:, 0111116- 0111b.- '. 10411 WI IN, 111—Al iNI 441" �: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-11=944=3537 Phone 912445=31M3' Soto- 2��I� 3o6-2?oS- Ca-f-I, 34- 2(.2S 0 8- O I ko 1 Location Address: ?(D2 1 s-4- 5 . Lot# Release Date: 7'g- e ..�-t v�P • p J e o,, r — b a:I d:^3 to t n o•k d r:oe-�•kr�� Type of Release: Temporary Permanent Subd Name: Electrician: a. S v r Electrician Phone Number:11 S( ■ • 5?g' I OwnerBuilder: r 12.QJ' 00,54r c- � Q r,. Phone Number: ?j 1 3 -3o 0 .5 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: 1 1 •• Inspection Report City ofrybee Island 403 Butler Ave. PO /Box 2749 Tye Island, GA 31326 Phone:. (912) 786-45.13 ext„ 11.4 Fax: (912) 786-9539 ;,c ,.!rri3 it SIG, Date Requested / Narn,1! pate Needed , -11 Gen. ruC SiJb`="Oirotractoi--- Contact. ber r I 3 - LThi °cton 7261 (1) 2_ f- 5 Jr- . NO 4'( 175 pector Date of xrispectiori 7-775/49 4- Type, of inspectior Pass Fa51 _ - — - - . D ■ ; ...::,'A• • ••zs 04 i A. .,-...... , Inspection Report Cltv of -1-ybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island,. GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 .,-- ,--- Permit No_ D 8' — 0 1 6 -7 Date Requested '712_42Z Owner's Name _ Date Needed 1/ ii Gen. Contear_torBo Nie.--Q.r Caz.).0-- Subcontractor Contact /lumber Location I i 1 rispe cto ir_ 14 Date of inspection ' Type 13 f 'inspection ___ N'' --C 1,,) - 9 __ ,__,_ - ---.' Pass /--. -774 - _ , / A i ....... ...... \ ? hig /' -71) V1)//i 0_5 4 De -i-7S ,,,. . - - C'5x w v ,....___. , ...., • ..::' ' Inspection Report City of Tybee Island 403 Butler Ave., P.O. Box 2149 Tybee Island, GA 31328 Phone: (912) 786- 4573 ext., 114 Fax: (912) 786-9539' rieeiNlit No. CAD - /-3 /6 9 Date ReqD aeqteri — , ntAtrt.Pr's Nape 0, F: N Fe, Date Needed ■_.)-U i t A 200 V (381-t_ Contractor -fri 0 K/6 e r c:oihror!frractor i7.1)Fii-7-ef:t II t 1 .01 nr C:7-- I C e 3 i 3 - 0 6 (...-.) ; Location / Inspector ,--2/4) Date of Ynspection _;77z7,7-7.4) Type of Insvection -..1- --r- 1216 c A r. -- 1 \ Pass . --._... [ 1 I ( ,A) 1 r-> v , , , 4 i Fait i 1 L., i '' t "" -,'-r----) ' IA k< \ji .:217,-1T) , __ ..... . ( I [ 1 Z. ■ ___ ____ ___ _ __ ) ...- Inspection Report City ot Tybee Island 403 Butler Ave. K.O. Box 2149 Tvbee hknid. C3A 31328 O J Pie: (912) 786-4573 ext. 114 ,/\\ Fax: (912) 786-9539 Perm (38- ./ -7 Date. R.f3 qIted owne es' Pi e FYSI it/7,-40A/A ( )_..ftte ? ceded , )(-■ ie) ,.2651 2V ( • Gen. Contractor--kbAirevr" L.far.5 /4 Subcontractor S'n f(qA Contact Number Ete/C Th,2 3/3 - +C 0--A Location r34 ( 371. /1 Inspector_ // Date of Inspection Type of Inspection t.nec Pass 1A0.4# Fail Wir _ _ - Yrti .,.i. ;—, -.':..... 3 inspection Report City of Tyhee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 4 Permit No. 0 t (0 7 Date Requested 0 7 Owner's Name i" : IS A ci.k._-- 1 '&4Date Needed C7 "' S-- C:.) R Gen, Contracto;PortIlz.3- Cc ) eNsY. Subcontractor 0 t IL) Contact Number t (. ._ .-z 3 t 3 - b2 R. r s4 S4) . L.CI r anon -- / ligInspector Date of Inspection K-0 RI _ t . Type of Inspect:19n „..,---- ...---- .------0 es 41 0... t r o ,_,,s3.\-, c..,___\e C c e■(1 St 9 c+ • ' -,, . , . ,... , :, _ • Fail Ll ' ,qixse —V— , 1 . / _ _ • : ertion Report cipe ot Tyhe,t--1 Island A.03 Butler Ave. P.O. BOX 9/49 ivbee Isidnd, GA 31328 (91)) 786-4S73 ext. 114 F (911) 786-9.539 Permt _G- )_ i N ) i , Ja1 Renawsted 0 S''') 1 ' Owner's ilzirrie 1 o Date 14 3Pded Ger Centractor or\azr ( '..... 34-d• Subcontractor ,) 0 r -41\ 0 b 3 1 R •-• Contact Number Location r Inspector Date of inspection / Type of in--45p,ectifr <41_ Pass Si ---/./)/3/1-1 j'N)...54//k)-' p.))...50/7-1j Fait 7 / \ 4.1111•1111‘11i I • Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 313Th Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Perwitt No - 0 ( (0-7 Dat4:1 Regel,Pstecl _CQ Owner% Narne r S4- rgar1,1 nate Needed r5-7 S-Y• Gen. Contractor COAC-1". Rub(rim: -actor C.- r Contact Number r r c-_. I 3 - co Location R..5 0 2. rsf Inspector____± iq Date of mpertion -7/7 3/1(2. 'Type of inspectin,n 4- a\ ec 5.4 r e-';\ (xr i ' ' Pass .C.",Itt -2-€: fa Chi:41-3) it ail E L kr_ 2 -2-1 44it G' / 2. ' • (.4 FT-2) Tty6 ,F. • 9-11.7 13{Zi 'LY- fr .')&" l '144 akwi \ C0 12EZ01404e1 r . , , . . • ! 4:;'-:C••• • ••-'z.• ',;::,-•-• ---•> : .. %'.•• •:--..,! Inspection Report City of Tybee Island 403 Butler Ave. . P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 1 Permit No, 1----i 0 - L.) 1 ‘o —1 Date Requested 0 7- I 0- 0 3 Owner's Name 1 isk ,64'[ ap 16 Date Need d e 071 ' ( i - 0 Ger . Contractor 12 ,li.?„,/ „. Subcontractor L..:- _ Contact Number 1 : 6, 13 - 01 o 1 Location ?CO2 -r;f511- "'L ____ Inspector_ ///4 Date of Inspection i/ 0 _ (---, Type of Inspection - 0- (- , ,' •C - 4 k Pass Fail El f / , - :Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9.539 Permit No (.7) I (0 Date Requested 0 — OE Owner's Ni30-4-E, f sic N Ok.* 1 bC7 Date Needed )/ 07' 9-03 ( en, Contr347to7fPioc,9...Q3- C.Oz‘,S4-'. Subcontractor Contact Number Z r ' / .? -D o Location _ C) 2. 1 c4 S id• I / Inspector "04 Date of Inspection Type of Inspection Pass Fail . , L) ,.....)* ,•,:;:-,:.-•• •..,,,..7,, inspection Report City of lybee Island 403 MEVIer Ave. 2.749 Tybee isgdr,p.ii, GA 31328 Photiq::: (912) 785-4573 ext. 114 Fax: (912) 186-9539 .,..... P PT m it Re. (—) '() --. C-) t-P 1 Date Requested NC`''. ‘.1 '1. ke- - . ' '11 ) nate ItlePded °_, c ON Geig Co rwi7ractor ' r'------ - `,-- -i\-C4-. Subcontractor Cantact PO ii:m be F (-1 r . (..-7 ...... ..) ----3,1_ Lecaticiin L') ' 1--- : C.'r ----7,,r , ce_ ni r , .,..„ , Type of Tnspettioni . ) -..) n --t 1 -7) () r .._,- Pass , Fait 0 : - - . , 0 •-^'Pe'''...1 ... , ::,,,,,' •....:\ ! ........ .':: . -F • 1, Inspection Report city of Tybee Island 403 Butler Ave. .. P.O. Box 2749 • Tviieo.,. iskod, GA 31328 Vivoile: (912) 786-4573 ext. 114 Fax: (912) 736-9539 ,,---„zr-, l < . Permit: No. CY?' 01 L.0 1 nate Ft INT Ae-t3'-eri (1.. -\._)- 1 4-) - 0 7 ...,- icA ‘11', s-vi P 1, - - 01.4iier. Nani'e! C . .--. ,- i "4-11 A t'-) 1.,.5.7-1t.e Neeci.f.d D ..- I (- - .- 7.) 0 g S 1 .--7-:=„--, ( ,e1 i:ien.. E.:0ntractor 0 Lx,f-ts'Ir-) Subco ntractcir Co td Number ..-- : ........ . ,. .-- (-_------, - , (----- Locti.Dy. -/ / In5pecter :'I i DFAi:P. of IrKpectian _ „,- -:-1,102.: of Lospectkm :::; 0 k , -' Pass Fail . . 1 1 . I / ,`" Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539. Permit o. 0 n1 0--7 Date Requested - I 1-4---0 0wners Name Date Needed I C F 7 e c Gen. Contractor . Subcontractor Contact Nimber l< r AA\ S (0- CFV Loc:ation • 1 I nspector -7/61 Date of Inspection /DP ) Type oc Inspection -- • L Pass FA-Ei-Z3 cfc 4")o /4/1 Fail Li (0199) *************** -COMM. -NAL- *********.********** DATE MAY-15-201 **** TIME 13:09 ******** MODE = MEMORY TRANSMISSION START=MAY-15 13:07 END=MAY-15 13:09 FILE NO.=295 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 3062646 001/001 00:01:04 -CITY OF TYBEE ISL. - ************************************ -CITY OF TYBEE - ***** - 912 786 9539- ********* 4.� �,�F wk.; 1N, - I -it RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan.912=9;4*31337 Phone 912 .Ma$ (0<a-C(tai �...�_ Location Address: ( 'O? .- 4.. Lot# Release Date: 5-1510g 4e me. ser-v:i e a r a w.�.-Fc.rs Type of Release: /Temporary _Permanent Subd Name: Electrician: C. S j.- v r c L(2 e-,, Electrician Phone Number: OwnerBuilder: �3� r1 _ _ Phone Number: 31 Location Address; Type of Release: Lot# Release Date: Electrician Phone Number; Temporary Permanent Subd Nance: Electricians Owner/Builder: Phone Number: • ..i__ Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: _,_ Owner/Builder: Phone Number: _•; � 1N RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 93537 Phone 9124 ea+41 308- 2(.25- Qs -0l (a1 Location Address: 20 2 1 .:-.\"" -1-, Lot# Release Date: 5- 1 5J-O R .-I-ZrhP • Sery : . e ka.el gs2. — 44.a o Type of Release: /Temporary Permanent Subd Name: Electrician: c 5 i-L r c E(Q , Electrician Phone Number: Pi sca S O E OwnerBuilder:qI n 00r1 .5 . Phone Number: 31 3 - 3 O Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Inspection Report City of Tybee Island 403 Bu.tier Ave. PA:). bolt 7749 Tybee Isian4,, GA :31328 Phone: (912) 186-45:73 ext. 1.14 Fooc (912) --.F86-9519 - r.1 Perm it (-)( LO Mo. /-OF Date needed O - (D E)E-O 01.4crierls Name _r_. (S 1\19\1- (44) Gen. Contractor ) - GOY 5 Subcontractor Contact Number r 3 L-" (o 0-7 2. 1 • .0 ca - OS p:.-,:cto r71 Date of Inspection -Th/ Type of Inspei-ticrf • — 3 - " Fail _ _ • Inspction Report City of•Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No. 0 (n7 Date Requested 1) Li— 2 2 -0 LI= - - Owner's Name . 154- bo,,,rti . Date Needed D23 DT r-r- Geri- Contractor r bel0D)m- OnS Subcontractor Contact Number r '2) (c) Location L.) 2 r . - Inspector .1/4 Date of Inspection 7 3 1?-) ir) , ----- Type of Inspection —4" Qt.- C• 1) '""1"k CNA Pass El Fail El - — — — — — — - .\ ,t:z•• ' -':% .. •641;.,: \ ‘ inpection Report .N. City bt Tybee isiand 4(-13 Butler Aye. P.O. Box 2749 Tybee isia rid, GA 31328 Phone: (912) 786-4573 ext. 114 fax: (912) 786-9539 - rf lc 0(-• -) PE' 19'1 t ;''. O. ---------- ewne atNeeded i-n4- / (0- 0 F e's Name ri r -1.-. tv c it / _/5.9 0 L De .., ii Gen. Cc ritracto r l.-1.' o ("LO.,-C2.-7'( 1/7) , Subcontractor co to-a€1- FilimbPr ..,._' ---N ) 1-----• I c- t Location . ,-- 7-7----- -7 / 7' Inspector _......._ Dz.irc... rq: incrsection Type of Inspection __I.; c.°,___D •1--4 r‘ c; . as-17,A4 ____ ___ ______ ,---"' e' i Pass 2 - it ' /--. i.-- r- / 1)7; ''`L.;',',...-"/ e--; it '/Cy-1 , //64i,i...)(3- ,/..--.-..b..pv, _:, ri ! -- - , . . _.) 0 / , , _ LAJ , I , 1 . 1-17:4111 7 )1-1 \.) --°' Fail 1 , i _ h L/I dti p-,A i i / i , / ,/,...,,... / .4,73 / ,,,,,, Av ,.,..; ---:-/j"r: ,1" '-' / - ,-- i , , 7 CITY OF TYBEE ISLAND, GEORGIA r' ` APPLICATION FOR BUILDING PERMIT ..',4 ii$,, „ lip .t. / Location: 1\1V/11 6o, tuilw,t, Is. PIN# `001 '6-0i 0 80a— / NAME ADDRESS TELEPHONE Owner V.I4 5 • 10` 1AUt15 l u►u. .. I t2 '� 4k41- Architect / l or Engineer (.�tf'I •VIt., It 66r%of _ I, VA- on 04-4t Building Contractor 1)10404. C/� . ( ?fit- cV CG cW?n qua_L case). 50 �jJt 103 ' J rGaA- kBA tzR( 313- 300; (Check all that apply) n Repair n Residential Footprint Changes ►_ Renovation I ; Single Family I DisLovery 0.,,,4 inor Addition n Duplex 1 1 Demolition • Substantial Addition n Multi-Family n Other n Commercial t Details of Project: hS P"4IY) Polo V1li 1o) 4 O 2 V C.L t-4- OfivJ TSP41--- d � I Estimated Cost of Construction: $ 1C---. -0( O) truction Type 111 FL (Enter appropriate number) ood Frame (4) Masonry (6) Othex(please specify) Wood&Masonry (5) Steel&Masonry (3) Brick Veneer �r) , Proposed use: 4', Remarks: R�t iov2! - y... o-c' -x‘s4 thou si-rv1/4....i-wee. .. ConvegLvs1 t3 k- ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #B-e. ii v - #Ba brooms Lot Area `ivi g :pa e total .q. ft.) 'Ira 1 Ales /rr�o J #Off-street parking spaces '`1S'0 • SO ,D a 5 oc./¢-.7ZC Trees located & listed on si e pl.n ii_ r ' Access: Driveway (ft.) With c ,1 pert? - With swale? Setbacks: Front Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units,ventilation ducts, air conditioning units, elevators, and similar appurtances. • During construction: On-site restroom facilities will be provided through * /'' (O � On-site waste and debris containers will be provided by •kr ¢- OSt Construction debris will be disposed by by m:ans of I understand that I must comply with zoning, flood damage control,building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable,codes and regulations.. ' I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon tlit habitable floor level is•established. Drainage: I realize th'it I must nsure the ade drainage of this property so that surrounding froperty no ,�, responsibility for any corrective action that may be necessary t rL,t„re lraina is j'c -'J .. .. permitted construction. Date: t /2) 1 ' c • Signature of Applicant: . I .:��; ;A • Note: A permit normally takes 7 to 10 day tn�� es The following is 0) be cornplL•leal by City jai,\ mlL i Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual fmding(s) Access to building site Distance to water main tap site V Distance to sewer stub site FY/ i A-) Water meter size Storm drainage Approvals: _n r-,f ate FEES Adip 4—/2 4' Permit 1442$" 44;%ii tee.✓ l t(�6- Zoning Administratgr ,r�„ � ;�� � = Code Enforcement —/4/-6 Inspections /0.5r). Water/Sewer .-0 Water Tap ,v/4 Storm/Drainage / . • Sewer Stub Inspections .. i Aid to Const. City Manager . l� 40. --- -- �1,Co L/€ci --+ . ra.. Dianne Otto From: Chuck Bargeron Sent: Thursday, March 13, 2008 12:56 PM To: 'Keith Howington'; Dianne Otto Cc: Brannyn G.Allen Subject: RE: FNB Hi Keith. I'm only going by what I see is written on the plans after the review and red lined by our plans review person.There may have been some reference or detail on the plans that was noted or detailed to have our reviewer to post that note. Greg Anderson with Chatham County Building Safety Dept. does our certified plans review for Tybee and you may want to give him a call at 201-4320 and discuss. If sprinkling is not required a correction or change order can be made. I do understand that this is a single tenant occupancy for the unit the bank will use.At this time I do not think this issue is your biggest problem. Chuck From: Keith Howington [mailto:khowington @greenlinearch.com] Sent: Thursday, March 13, 2008 11:52 AM To: Chuck Bargeron; Dianne Otto Cc: Dianne Otto Subject: FNB Chuck, According to our code research, the First National Bank, Tybee, (going into the old Visitor's Center) does not need to be sprinklered (fire protection). This is mis-noted on the cover sheet. This is not necessary due to the square footage and single tenant occupancy. We will provide a 1hr tenant separation as indicated in previous letters. Please let me know if this is a concern, and if you agree with this finding. Thank you for your help as always. Thanks, Keith Keith Howington GREEN \A A t N 1 1 6 C [ U GREENLINF ARCHITECTURE 28 E. 35th Street Savannah, Georgia 3140 I 1 03/03/200B 10:34 9124478381 GREENLINE ARCH PAGE 01/01 February 29,2008 F3 Item five 3 ,0� � Attn: Ms.Brannyn Allen., Director,Economic Development CCT City of Tybee Re: First National Bank,Tybee Dear i3rannyn, As you are aware,we are currently renovating the previous Visitor's Center building into a branch for First National Bank. It has always been our intentions to leave as much of the historic structure as possible, Ftowever., the renovation of the building has become more involved than originally expected_ In removing the flooring/finishes,we have discovered the structure is in,poor condition and most floor joist will need to be replaced due to rot, termite damage, and previous fire damage. The existing floor height is approx. 9 to 10 inches below the 12'BFE required.We would like to maintain the existing floor level due to the surrounding attached structure;the existing sill/foundation height;the remaining historic structure;and also maintain the existing ceiling height of+/- In our effort to do this,we propose the use of water resistant materials below 1,2' J3FE.All floor joists will be pressure treated lumber;sub-floor to be 3/4"pressure treated (CDX); all floor fzislxes to be l'T wood, or ceramic tile over cement board; wall finishes to be wood or green board to at least 24" above.finished floor.All bank equipment is water-proof.The fiVA.0 unit and water heater to be located in attic.All electrical outlets will be approx. 15"above finished floor.The exterior FiVAC condensing unit will be elevated. Please let me know if this is an acceptable alternate to raising the floor. elevation 10", in the effott to maintain the historic material as much as possible. Also,please do no hesitate to conta •me if you have any questions or need anything further. incerel \4 J. FTawin. 1,n ilk c: Chuck Bargeron, Marshall (786.9539);Batty Fransen, Pioneer Construction.(650 1851). G P E E N �`:: ; .Th1::�. k,... ,` �.�'�.�•;,II,n,�... �r, Rp6E'RT J. POTICNV,AIA JOFfN L.DEERING BRIAN K.FEEDER,AIA MONICA D.MASTRIANNI,Aln,LFED AP lA R C Id I T E C T U R E G4-744T GA-8047 04.7585 76 Elt.$T 55T1.1 STMT SAAYANMA44 C=4 51401 P:912.447564r. F:917,4470.301 "'?^r.ft!GRF.EMLISRARCF•I.com p y;! i.f.r..�.!ld::.!.�:.:,u.;•,a,ii.;l';�.r:: .....L1�'f�✓,.i`L:i' MAR-03-2008 10:44 9124478381 97% P.01 March 27, 2008 Attn: Ms. Brannyn Allen, Director, Economic Development City of Tybee Re: First National Bank,Tybee Dear Brannyn, Per our meeting on 3/21/08,it was determined the finished floor of the new First National Bank is approximately 9" below the BFE requirement of 12'. It was discussed we will not fall within the 50/50 cost rule,not only due to our improvements,but also the improvements that have occurred within one year. In the effort to comply with the FEMA requirement,we would like to avoid raising the entire floor to the minimum, and take the option to provide flood-proofing strategies for non-residential structures as indicated in FEMA Technical Bulletin 3-93. The existing floor height is approx. 9 to 10 inches below the 12'BFE required. We would like to maintain the existing floor level due to the surrounding attached structure; the existing sill/foundation height; the remaining historic structure; and also maintain the existing ceiling height of+/- 9'-0". With the floor system at estimated 9" below the BFE,we proposed to provide the use of flood resistant materials, as approved in the referenced technical bulletin or specifications provided, up to 1'-0" minimum above BFE (or ours = 24" a.f.f.). Methods to be used are from grade up to 2'-0" a.f.f.As follows: 1.) All Foundation and stem walls and piers to be concrete. 2.) All new floor joists, beams, sills to be pressure treated wood. 3.) All existing sill beams and heart pine lumber to remain. 4.) New Sub-floor to be 3/4" pressure treated (CDX) plywood. 5.) A water resistant membrane will be provided between floor systems and up walls 2'-0" a.f.f.,per the suggestion of Downer Davis. 6.) Floor finishes to be PT wood or ceramic tile over cement board. 7.) Wall finishes to be P.T. wood or green board to at least 24" above finished floor. 8.) All bank equipment is metal (water-proof). 9.) The HVAC unit and water heater to be located in attic. Cont. GREEN ROBERT J. POTICNY,AIA JOHN L.DEERING BRIAN K.FELDER,AIA MONICA D.MASTRIANNI,AIA,LEED AP A R C H I T E C T U R E GA-7441 GA-8847 GA-7585 28 EAST 35TH STREET SAVANNAH GA 31401 P:912.447.5465 f:912.447.8381 W W W.GREENLINEARCH.COM 2 10.)All electrical outlets will be approx. 15" above finished floor and installed in walls from attic. 11.)The exterior HVAC condensing unit will be elevated. 12.)All exterior siding to be P.T.wood or Hardi-board siding. 13.)All paints to be epoxy/oil based (water proof). 14.)All sealants and adhesives will be epoxy based. Punctuations in floor for plumbing will have rubber gaskets/sleeves and sealed with epoxy based sealants. 15.) Entry Doors to be solid wood or pressure treated. A 26" Door Dam,Flood Barrier panel will be provided at doors, (see specification sheet). 16.) All insulation to be spray foam applied, open cell insulation. 17.) All base cabinets to be metal, solid wood or composite materials resistant to water. Additional- The cover sheet indicates the building is to have a sprinkler system,this is mis-noted and it is not required for the building to have a sprinkler system, due to IBC - 1. Per section 38.5 and 38.3.7 Life Safety Code 2000 edition and table 503 International Building Code 2006 edition a SPRINKLER SYSTEM IS NOT REQUIRED. Chuck had some questions as to fire rating. In my research we have found the following: The corridor is not required to have any rating due to 1. Per section 38.6.1 Life Safety Code 2000 edition exception #2 /corridors not required to be rated in space occupied by single tenant. The wall between the visitor's center and the new bank is not required to have a rating,however we will provide 5/5" type"x",gypsum 2'-0" above finished floor- 2. Per table 508.3.3 International Building Code 2006 edition a separation is not required between business and business. Also attached are Flood calculations from Jay Maupin(Hydro-static pressures, buoyancy force,and hydrodynamic force); specification sheets of Hardi-board,Door Dam system; copy of FEMA Technical Bulletin 3-93 "Non-Residential Floodproofing-Requirements and Certification". Please review recommendations and let me know your thoughts as soon as possible. Also,please do not hesitate to contact me if you have any questions or need anything further. Sincerely, Keith Howington Cc: Chuck Bargeron, City Marshall (786.9539);Barry Fransen,Pioneer Construction(650-1851). rJames Hardie Building Products Internal memorandum James Hardie Industries (USA) Inc. 10901 Elm Avenue Fontana,California 92337 To: All Sales and Technical Telephone 1-909-356 6300 1-800-426 4051 Services Representatives Fax 1-909-355 4907 From: John Mulder Subject: FEMA Recognition Date: 3 November 1997 Please find attached a copy of a letter from the Federal Emergency Management Agency recognizing James Hardie's non-asbestos fiber-cement interior lining and exterior siding products as Class V materials or materials highly resistant to floodwater damage. Also attached is a copy of the referenced Technical Bulletin 2-93, which lists acceptable "Classes of Flooring" (Table 2) and acceptable "Classes of Walls and Ceilings" (Table 3) As indicated in the letter, James Hardie's non-asbestos fiber-cement interior lining and exterior siding products are now considered by FEMA as "flood-resistant materials", Class V. You may make this information available (in its entirety) to both your Distributor's and your Customer's as well as to Local Building Officials having jurisdiction. Should you have any questions or if I can be of any further assistance, please do not hesitate to contact me directly at: telephone (909) 356-6366 or by facsimile (909) 427-0634. Best personal regards X fila-ki'6,1 John L. Mulder, Technical Services Manager Attachments cc: D. Merkley, R. Klein, File JLMrIm p_1jim11997\codes\fema\110397x.doc -lb 4 C° e� Federal Emergency Management Agency rv�,e /nT -' 1 a `'' Washington, D.C. 20472 October 29, 1997 John L. Mulder Technical Services Manager James Hardie Building Products 10901 Elm Avenue Fontana, California 92337 Dear Mr Mulder This is in response to your telephone conversation with Clifford Oliver and a follow-up letter of September 26, 1997 . Thank you for sending us information about James Hardie' s non-asbestos fiber cement interior lining and exterior siding products . Based on the information you provided, we would consider these products to be flood-resistant materials . These products would be considered as Class V materials, or materials highly resistant to floodwater damage _ In any future revisions to our Technical Bulletin 2-93, "Flood- Resistant Materials Requirements" we will include non- asbestos fiber-cement products . Thank you again for bringing these products to our attention . Please give me a call at 202-646-3935 have any questions . Sincerel k■ri '- . Paul Tertell, P .E . Civil Engineer Mitigation Directorat VP ,, DoorDam User Manual and Operating Instructions 0 \ •rr 0 A. „ in .iity c 3 ill' 7,t DoorDam ADJUSTABLE FLOOD A l Table of Contents Introduction 5 DOORDAM TERMS AND CONDITIONS 01 About DoorDam 6 DoorDam and its ancillary products are intended to be used for the purpose and under the conditions Single use 6 slated by Presray in its product literature.The information provided by Presray about this product is based on tests conducted by Presray under controlled conditions,and is intended for comparison and/or Multiple use 6 general information purposes only.Since the conditions of actual use may vary and are beyond Presray's control,Presray cannot guarantee that the same or sufficient results will be obtained under different 02 Where to use DoorDam 6 conditions. In purchasing this product from Presray,you agree to assume all risks related to and/or arising from 03 Preliminary installation your ownership,installation and use of the product and agree to indemnify and hold Presray harmless 7 from any and all claims brought by any person or entity against Presray related to and/or arising from Installing ja m b brackets your ownership,installation and/or use of this product. Installing mullion anchors 10 Presray shall not be held liable for any improper or incorrect ownership,installation or use of this product and assumes no responsibility for anyone's ownership,installation or use of the product.In no 04 Deployment at Rood time 11 event shaft Presray be liable for any direct,indirect,incidental,special,exemplary,or consequential Deployment without mullions 11 damages(including,but not limited to procurement of substitute goods or services;foss of use or profits;or business interruption)however caused and on any theory of liability,whether in contract, Deployment with mullions 12 strict liability,tort[including negligence or otherwise),or any other theory arising in any way out of the use of this product,even if advised of the possibility of such damage.This disclaimer of liability applies 05 DoorDam storage 13 to any damages,injury or death,whether based on alleged breach of contract,tortious behavior, negligence or any other cause of action,including but not limited to damages or injuries caused by any failure of performance,error,omission,defect or delay in operation. 06 Care and maintenance 13 INTENDED PURPOSE Conclusion 13 The intended purpose of the DoorDam is to be used as a portable,re-usable barrier by which to minimize water intrusion through doors or other similar openings.It is Presrays goal to provide this product as a safe and effective means to minimize water intrusion,assuming of course that it is used Parts list 15 properly and for its intended purpose.The DoorDam is not designed to replace any other product that maybe used for a similar purpose.Furthermore,when not used properly or for its intended purpose, Presray makes no claim as to the DoorDam's safety or efficacy.If there is any question as to the intended and/or proper use of the DoorDam,please contact your local dealer or Presray.. SAFETY CONSIDERATIONS Sale use of the DoorDam is a paramount concern to Presray.Accordingly,Presay recommends That no person attempt to install or utilize the DoorDam unless such person is capable of reading and understating the contents of,and is willing to abide by,the"DoorDam Installation and Operation Instructions"as contained herein.Improper or unintended use of this product could result in serious bodily injury or structural damage to a dwelling.If there is any question as to the safe and/or proper use of the DoorDam,please contact your local dealer or Presray. 2 3 Introduction Thank you for buying DoorDam and congratulations—you've made a wise investment.DoorDam can help protect your home or business from flood • • damage.With DoorDam you can have reliable flood protection deployed in minutes,freeing you to attend to other important matters.What's more, unlike sandbags or plywood,DoorDam can be used repeatedly.Stored properly,DoorDam can always be ready to go,to help safeguard your house,your garage or your business. t71 Of course,like any protective device,DoorDam's effectiveness depends on "--- proper installation and use.As a DoorDam owner,it is your responsibility to use it correctly.That means you should read this booklet from cover to cover and follow its instructions.Even if the next flood is months away, there are things you must do now to make sure your DoorDam is ready to use.In creating these instructions,we've tried to anticipate your questions and address them clearly.However,if you have further questions or problems with installation,you can communicate with us by sending an C:NCI email to info @doordam.com or by calling 1-866-366-7326.We will make every effort to provide prompt assistance. Door Dam ADJUSTABLE'FL000 SA*M1*S %. - yr ' t Pt tea r 5 Style 2 Style 2 uses the Z-bracket as a reinforced corner mount.The brackets are mounted on the side surfaces within the doorway and ahead of the doorframe. ['',1 i liltAnchor Boll/Screw DoorDam Jamb Bracket WATER Caulk • l • 2-bracket M J' Style 3 A ... ■ With style 3,the Z-brackets are mounted on the face of the building to the front of for behind)and beside the doorway.Be sure to leave at least 1"of the building for the DoorDam to push against while under a water load.In this style,water can be on either side of the DoorDam. PAnchor Bolt/Screw DoorDam 7..Min WATER - ,. aw—y Caulk / WATER Jamb Bracket Style 4 With style 4,the L-bracket is used on the jamb surface of the opening and is used in conjunction with the J-brace. Jamb Angle Duoroern ...-. lir �a 7 ev. AL l � Caulk WATER L-bracket J-brace Anchor Bolt 8 In no case should DoorDam be installed without jamb brackets or against the are installed using sleeves and anchor bolts.The sleeves are inserted into holes doorframe itself.With proper installation,you should be able to close the door with in the concrete footing,then capped for protection.When its time to use the DoorDam in place. DoorDam,the sleeve caps are removed and the mullions are secured by inserting the anchor bolts through mullions into the sleeves. Mounting style 2 is appropriate if both surfaces inside the door opening are plumb wall or sill surface(true vertical)and if there is sufficient room for installation ahead of the doorframe and for sealing along the bottom sill.In all cases,a bead of sealant such as silicone caulk should be used to seal between the bottom of the jamb bracket and the structural surface and the back edge of the jamb bracket and PLAN VIEW>MULTIPLE PANEL ASSEMBLY the structural surface.In all cases,the structure must be in good condition, capable of securely receiving and holding the anchor bolts.This style can be used • �Panets either on the front surface of the building or on the inside face of the building,if the �g = u r I ;� structure is suitable for this type of anchoring arrangement.Style 4 is appropriate Mullion for jamb mounting applications and Style 1 is used when the building can be used to take the load of the water. Please note that a combination of the brackets can be used to match your specific site conditions. Mullion Jamb brackets are mounted using supplied concrete anchors.In all cases,a bead of sealant such as silicone caulk should be used to seal the back edge of the jamb bracket and the structural surface.Stucco should be ground smooth or consult a To install mullions you must first place the DoorDam securely in position. local contractor to determine the best way to create a smooth surface. Compress the multiple DoorDams lightly enough no they stand in place in a straight Line with the mullions in their proper place between the panels.The Jamb brackets are mounted using supplied anchor bolts that expand in diameter mounting holes can be either on the dry side or wet side of the barrier depending after they have been inserted into the anchor hole.If for some reason these bolts on what is best for your site. are inappropriate for your structure,you should consult a local contractor for advice. Mullion installation steps: Jamb bracket installation steps: 1. Make sure the footing is structurally sound,level and smooth. 1, Determine whether to use installation style 1-4. 2. Place the DoorDams and mullions into position. 2. Establish bracket location using the DoorDam in an uncompressed state. 3. Determine the locations of the mullions;position a mullion between the 3. Make sure the jamb brackets are plumb and in line with each other. panels so that the panels register inside the I-beam. 4. Mark the locations of the mounting holes. 4. With mullions positioned,mark the location of the two anchor bolts at the 5. Drill a hole at each location approximately 2"deep with supplied drill bit.A base of each mullion.(At this point,the mullions should be slightly raised hammer drill is recommended. from the floor.Later,when firmly bolted in place they should compress the 6. Apply a bead of sealant caulk along the back edge where the bracket meets the DoorDam downward,forming a tight seal underneath.) structure.Make sure the sealant in compatible with the surface.For example, 5. Remove the DoorDams and mullions. not all silicone caulks are compatible with concrete,If you have questions about 6. Drill holes 7/8"in diameter,1 1/2"deep. your particular wall material,contact a local contractor for advice. 7. Blow the holes clean of dust and dirt and insert an anchor sleeve over the 7. Drive the anchors through the bracket into the anchor holes until the bracket is cone. seated firmly against the jamb.Silicone the edge where the bracket meets the 8. Using the supplied setting tool,drive the sleeve into the hole using several structure on the water side. sharp,straight hammer blows.The sleeve should be 1/4"below the surface of 8. Test the installation by placing the DoorDam between the brackets and turn the the concrete. handle until the edge seals have compressed tight and flush against the jamb 9. With all sleeves installed,place the DoorDams in position;then locate the bracket. mullions with their upper edge over the DoorDams. 10.Bolt the mullions to sleeves,making sure that the DoorDams are compressed Brackets may be painted prior to or after installation to match the decor of the at least 1/8"along the entire bottom of the unit. installation area. 11.Now unbolt the mullions and remove the DoorDams. 12.In the sleeves,replace the bolts with the screw caps provided. MULLION INSTALLATION 13.Store the DoorDams,mullions and anchor bolts together. Mullions are anchored into the concrete footing beneath the DoorDam and support it from the front or behind.They also compress the DoorDam downward,forming a tight seal along the bottom.As such,it is imperative that this footing is structurally 04 Deployment at flood time sound and that its surface is level and smooth. As noted below,you should always store your DoorDam in an easy-to-reach place, and with ancillary devices such as mullions and anchor bolts all in one place.Then Because mullions are put in place only when the DoorDam needs to be used,they when floodwaters come,your can protect yourself in a matter of minutes. to DEPLOYMENT WITHOUT MULLIONS Return to each DoorDam handle,one ata time,and finish tightening so that each If mullions are not required,place DoorDam into position(or between the jamb compresses outward fully and the fit is tight and flush. brackets).Then,pressing firmly downward on the DoorDam,turn its handle until the side seals compress slightly and firmly against the jamb brackets. Do not fully Although DoorDam has been proven to be essentially watertight in laboratory tighten at this stage. conditions,we recommend applying a bead of silicone sealant to the bottom edge and corners of the deployed DoorDam where the rubber seal contacts the Next,place the supplied jamb compression clip into the J-brace that is on the wall concrete ground on the water side.You can smooth the bead with your finger. (either by itself or as part of the jamb bracket).If this doesn't fit,be sure to turn the This added level of protection can be beneficial to sealing cracks or other site threaded bolt so that it is fully retracted on the clip.When this is positioned,turn specific irregularities found in some concrete floors.This sealant should easily the compression clip handle so that the clip is exerting downward force on the peel off after the flood event when you remove DoorDam. panel.Turn until this downward force compresses the panel approximately 1/4".Do not use pliers or other mechanical means to turn the handle as this may damage the clips.A good rule of thumb is to tighten to about 90%of your finger strength. 05 DoorDam storage 'V1 Your DoorDam should be stored in a cool,dry and dark place that should definitely When this is complete,return to the yellow handle and finish tightening the be away from direct sunlight.You may lay it flat,hang if from a hook by its handle, sideways action of the barrier. Again turn until there is about 1/4"of seal or store it with the yellow handle down with blocks of wood on either side so that compression up the height of both sides.Do not use pliers or other mechanical the handle is not on the ground.The goal is to store the DoorDam so that its side means to turn the handle as this may damage either your wall or the internal seals and bottom seal are not in contact with anything and that it is protected. mechanism.Simply use your hand strength and crank until the barrier is very snug and secure. If you hang it from a hook,make sure that the hook and the structure to which the hook is attached are strong enough to support the DoorDam's weight.Also,make Although DoorDam has been proven to be essentially watertight in laboratory sure the hook is low enough for anyone to easily remove the DoorDam. conditions,we recommend applying a bead of silicone sealant to the bottom edge and corners of the deployed DoorDam where the rubber seal contacts the Also,be sure to store all ancillary equipment such as mullions near the concrete ground on the water side.You can smooth the bead with your finger. DoorDam.Mullions should be stored with anchor bolts in the holes through the. This added level of protection can be beneficial to sealing cracks or other site mullion's gusset. specific irregularities found in some concrete floors.This sealant should easily peel off after the flood event when you remove DoorDam. After a flood you should always clean the DoorDam before storage.Simply hose it down to remove any dirt and debris.If necessary,clean the neoprene sheath with a If for some reason there is not enough clearance to turn the handle,you can remove soft sponge and mild cleanser,then rinse thoroughly to make sure that all soap the handle using open-end wrenches(adjustable ones are fine)to loosen the nuts. residue has been removed.Be sure that the metal frame is fully dry before being Once the handle is removed,replace the top nut and tighten it against the lower nut. stored or put back into the neoprene pouch. You can then use a wrench to expand the DoorDam by turning the nuts clockwise. DEPLOYMENT MULLIONS If mullions are re required,remove the screw caps from the anchor bolt sleeve holes. As noted above,always clean the DoorDam after use.It's also important to make Remember to store the sleeve screw caps in a safe place.Apply silicone sealant to sure that its moving parts are free of dirt and grime and are well Lubricated.Spray the bottom of each mullion where it contacts the ground.Then place each mullion the DoorDam's jack mechanism and interlocking tubes semi-annually and after into position,aligned with the sleeve holes. Insert the two anchor bolts for each each use with silicone spray.Your DoorDam is an important investment,and when mullion to hold the mullion in place,but do not tighten.Now,put the DoorDams in place being sure each fits under the top edge of the mullion. you need it there will be no time to waste.You want to be sure that it is always in good working order. Alternately with each DoorDam,press firmly downward and turn the handle until the sides compress outward,but do not tighten all the way.Then finish tightening the anchor bolts so that the mullion(s)compress the DoorDams 1/4"downward, Conclusion forming a tight seat along the entire bottom of each unit. Next,place the supplied jamb compression clip into the J-brace that is on the wall Thank you again for purchasing DoorDam.It should provide you with (either by itself or as part of the jamb bracket(.If this doesn't fit,be sure to turn the many years of protection and peace of mind.After you have installed any threaded bolt so that it is fully retracted on the clip.When this is positioned,turn jamb brackets or mullions if necessary),keep this booklet for future the compression clip handle so that the clip is exerting downward force on the reference to deploy the DoorDam in the event of a flood.If you have any panel.Turn until this downward force compresses the panel approximately 1/4",Do not use pliers or other mechanical means to turn the handle as this may damage questions,feel free to contact us at info @doordam.com or by calling us the clips.A good rule of thumb is to tighten to about 90%of your finger strength. toll-free at 1-866-DOORDAM(1-866-366-7326). 12 13 Cot (Zf 3t «. s, ttfm�3.i"', - : ., __ , ,. . i, smarIvAlriViall I . ) Tri DO „,,,,_,,,,, , .. , . ,• , I •,..„‘: „...,,,, ,, ....,. ,,,.., , „. . ..„ '''''' ,.,,,,,. _ ,„:„:„., • ,d0 III , . ,,,.. .. ,,,,,,?,,,, f a I /.; ' ZL ZA 7t Ol A O :11 cC. R 0 OMO ONINOLL34181633.3 OLZVICYL6 HOW 91 9 Ol31NSSWB30 1IV13N LL CI I SAM 6160 181491 " Y M3435 AOLVZ0086WJW Y f x34351311468 LA6V20096W0H 01 Y NN%3H031V443S L99VIC896 LIM 60 2 �� NOG M 161 35 80130 80 I - 143835030V38611 0461.Ctld 10 L 01600413315 C161C44 90 t 0,100413315 2I61Ctld SO L W11630MN11 I1.61C. 80 8 _ 8101061.1 60LICNd CO L t 1N3WO13163W6413015161 20188130 CO 1 3M3H6N3301514 L010/130 1 - 1.S!II SPBd . .. _,. _ _ -- .L a - Da DoorDam- ADJUSTABLE FLOOD BARRIER P.O.Box 200 Wassaic,NY 12592 1-866-DoorDam 1-866-366-7326 www.doordam.com DoorDamTM Page 1 of 2 Items in cart:0 Total:$0.00 View Basket Customize your Solution-Call 866-DoorDam There are no tropical cyclones at this time.Click here for more info. DoorDamTM Store Standard Doordam Flood Barrier Home 26"high DoorDam for protection from • DoorDam STORE waters up to 24"Please note:Correct measurements are customers FIND MY SOLUTION responsibility.Please ensure you are ordering the correct size DoorDam by PRODUCTS using our Customizer Tool and note our List Price:$549.00 Warranty for all purchases. Special Sale:$359,00 HOW TO USE DoorDam IN ACTION QTY 0 PRICE 0.o0 STORM DEFENSE CENTER FAQ US ABOUT _,. -., Doordam ABOUT XL Flood Barrier 36"high DoorDam for protection from waters up to 34"Please note:Correct measurements are customer's responsibility.Please ensure you are _R_29istEr ordering the correct size DoorDam by using our Customizer Tool and note our List Price:$745.00 Warranty for all purchases. Special Sale:5476.00 Email: QTY 0 t.t PRICE 0.00 Password: Remember , me? Replacement Neoprene Jacket Login Standard DoorDam and DoorDam XL Forgot your PasSWOrd? Replacemene jac Standard Dooroam neoprene DoorDam for X (Models vary nt per DoorDam ket height and width). List Price:$239.00 ABOUT THIS SITE QTY 0 PRICE 0.00 CUSTOMER CARE CONTACT US Replacement Debris Guard Standard DoorDam and DoorDam XL Replacement debris guard For DoorDam and DoorDam XL(Models vary per DoorDam height and width). List Price:$149.00 QTY 0 PRICE 0.00 DoorDam Mullion PR32865 Mullion used to connect two DoorDams. List Price:$129.00 QTY 0 PRICE 0.00 DoorDam XL Mullion PR32866 Mullion used to connect two DoorDam XLs. List Price:$149.00 QTY 0 PRICE 0.00 DoorDam L Bracket • PR32523 Jamb Bracket used for mounting DoorDam XLs within a jamb opening where there is sufficient depth for the entire DoorDam to fit inside the jamb.To ensure you are ordering the correct brackets for your jamb area,use our Customizer Tool. List Price:$44.00 QTY 0 PRICE 0.00 DoorDam XL L Bracket PR32524 lamb Bracket used for mounting DOnrDam XLs within a jamb opening where there is sufficient depth for the entire DoorDam to fit inside the jamb.To ensure you are ordering the correct brackets for your jamb area,use our Customizer Tool. List Price:$49.00 http://www.doordam.com/index.php?act=viewCat&catId=2 3/24/2008 DoorDamTM Page 2 of 2 PR32533 Jamb Bracket used with DoorDams in two situations;1)For mounting within a jamb opening so that the DoorDam sits http://www.doordam.com/index.php?act=viewCat&catId=2 3/24/2008 Tybee Bank 4/3/2008 Hydrodynamic forces in flood conditions MCH Lateral Force Due to Hydrostatic Pressure F=(1/2)*w* H2 Where: "w"is the specific weight of water(lbs/cf) "H"is the height of the standing water(from ground level to F = (1/2)*62.4*4.22 BFE) F =550 "F"is the hydrostatic pressure (Ibs/sf) Buoyancy Force: F=w*A* H Where: "w"is the specific weight of water(Ibs/cf) F =62.4* 1814*0.68 "A" is the area of horizontal surface beign acted upon (sf) F =76971 "H"is the depth of building below the BFE (ft) "F"is the force due to buoyancy(Ibs) Hydrodynamic Force: F=(1/2) * Cd * m*V2*A Where: "Cd" is the drag coefficient F=(1/2) *0.002* 1.94*62*239.4 "m"is the mass density of water in slugs per cubic foot F= 16 "V" is the velocity of the water(ft/s) "A" is the area of the wall affected (sf) "F"is the lateral force due flood water(Ibs) Debris Impact Force: F= (W*V)/(g *t) Where: "W"is the weight of the object in (Ibs) F= (500*6)/(32.2* 1) "V"is the velocity of the object(ft./s) F=93 "g" is the acceleration due to gravity(ft./s2) "t"is the duration of impact(s) "F" is the impact force (Ibs) ."�x. R - technical;' f..1" • Bulletin •it ' 3-93 Non-Residential Floodproofing — Requirements and Certification for Buildings Located in Special Flood Hazard Areas in accordance with the National Flood Insurance Program T T T IN IIII liam ft 71. - - r - In imipair'his ;;'!/cr1�a. wima Nu , T= � o �-.—� j-- imm• — U J o — / o EMPLOYEES � I El ONLY o T + - - -= I 1 3 .01;:i I°H' 111113 11111111.11111.111 L, oil wow IV J INIP . . .-.1' ._.° 0111111070 l J r rw \l_i's j FEDERAL EMERGENCY MANAGEMENT AGENCY FIA-TB-3 ',, ,"'I!IllI 4j FEDERAL INSURANCE ADMINISRTATION 4/93 ci. Key Word/Subject index: This index allows the user to quickly locate key words and subjects in this Technical Bulle- tin. The Technical Bulletin User's Guide (printed separately) provides references to key words and subjects throughout the Technical Bulletins. For definitions of selected terms, refer to the Glossary at the end of this bulletin. Key Word/Subject Page A-zone floodproofing 2 Floodproofing, Emergency Operations Plan, minimum acceptable 5 Floodproofing, Inspection and Maintenance Plan, minimum acceptable 5 Floodproofing, recognition of for insurance rating purposes 4 High hazard area, safety and access in 3 Hydrodynamic forces on floodproofed building 8 Hydrostatic forces on floodproofed building 6 Non-residential floodproofing certificate, how to fill out 10 Any comments on the Technical Bulletins should be directed to: FEMA/FIA Office of Loss Reduction Technical Standards Division 500 C St., SW, Room 417 Washington, D.C. 20472 Technical Bulletin 3-93 replaces Technical Bulletin 90-3 (draft) "Non-Residential Floodproofing Certification Requirements. " Graphic design based on the Japanese print The Great Wave Off Kanagawa, by Katsushika Hokusai (1760- 1849), Asiatic collection, Museum of Fine Arts, Boston. TECHNICAL BULLETIN 3-93 Non-Residential Floodproofing — Requirements and Certification for Buildings Located in Special Flood Hazard Areas in accordance with the National Flood Insurance Program Introduction This bulletin describes design, construction, and planning requirements for the floodproofing of non-residential buildings under the `National Flood Insurance Program(NFIP)regulations and how to correctly complete the NFIP's Floodproofing Certificate for Non-Residential Structures form. For the purposes of this bulletin, floodproofing means making a building watertight, substantially impermeable to floodwaters. Before a floodproofed building is designed, numerous planning considerations, including flood warning time, uses of the building, mode of entry to and exit from the building and the site in general, floodwater velocities, flood depths, debris impact potential, and flood frequency, must be addressed to ensure that dry floodproofing will be a viable floodplain management tool. These critical considerations are discussed within this bulletin. In the FEMA publication "Floodproofing of Non-Residential Structures," floodproofing is described as a combination of adjustments and/or additions of features to buildings that eliminate or reduce the potential for flood damage. Examples of such adjustments and additions include anchoring of the building to resist flotation, collapse, and lateral movement; installation of watertight closures for doors and windows; reinforcement of walls to withstand floodwater pressures and impact forces generated by floating debris; use of membranes and other sealants to reduce seepage of floodwater through walls and wall penetrations; installation of pumps to control interior water levels; installation of check valves to prevent the entrance of floodwater or sewage flows through utilities; and the location of electrical, mechanical,utility, and other valuable damageable equipment and contents above the expected flood level. Floodproofing components for an individual building may also include floodwalls, small local- ized levees, or berms around buildings. However, such components, because they are not part of the building itself, are generally not credited for the flood insurance rating of a building under the NFIP and are therefore not detailed within this bulletin. r The NFIP allows a new or substantially improved non-residential building in an A zone (Zone A, AE,A 1-A30,AR,AO, or AH) to have a lowest floor below the base flood elevation(BFE), y provided that the building has been designed, constructed, and certified to be floodproofed and to meet established criteria. Floodproofing of areas below the BFE in residential buildings is not permitted under the NFIP. In a Coastal High Hazard Area(Zone V, VE, or V 1 -V30), construc- tion or substantial improvement of a building with a lowest floor elevation below the BFE is not allowed,regardless of any floodproofing techniques employed. A Floodproofing Certificate for Non-Residential Structures (FEMA Form 81 -65)has been developed by FEMA for use in the certification of non-residential floodproofing designs. Be- cause of the increased potential for significant building damage due to the failure of the floodproofing system, the NFIP requires a design certification for all floodproofed buildings. In 1 6 r accordance with Section 60.3(c)(4), communities shall require a correctly completed certificate (or its equivalent) for every floodproofed building within a Special Flood Hazard Area (SFHA) and shall maintain the completed certificates on file. A Floodproofing Certificate for Non-Residential Structures is required for the following types of buildings (in A zones only): .Floodproofed non-residential buildings (no residential uses). .Floodproofed mixed-use buildings that are professionally designed with all residential uses located above the floodproofing design elevation. NFIP Regulations The NFIP regulations that specifically apply to the design of floodproofing for non-residential buildings are within Section 60.3(c)(3), which states that the community shall: "Require that all new construction and substantial improvements of non-residential struc- tures within Zones Al A30,AE, and AH on the community's FIRM(i) have the lowest floor (including basement) elevated to or above the base flood level, or (ii) together with attendant utility and sanitary facilities, be designed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water and with structural components having the capability of resisting hydrostatic and hydrody- namic loads and effects of buoyancy. " Section 60.3(c)(8) further states that the community shall: "Require within any AO zone on the community's FIRM that all new construction or substantial improvements of non-residential structures (i) have the lowest floor (including basement) elevated above the highest adjacent grade at least as high as the depth number specified in feet on the community's FIRM(at least two feet if no depth number is speci- fied), or (ii) together with attendant utility and sanitary facilities, be completely floodproofed to that (base flood) level to meet the floodproofing standard specified in paragraph 60.3(c)(3)(ii)." Additionally, Section 60.3(c)(4) requires that any floodproofing design be certified in the follow- ing manner: "Provide that where a non-residential structure is intended to be made watertight below the base flood level, (i) a registered professional engineer or architect shall develop and/or review structural design, specifications, and plans for the construction, and shall certify that the design and methods of construction are in accordance with the accepted standards of practice for meeting the applicable provisions of paragraphs (c)(3)(ii) or (c)(8)(ii) of this section, and (ii) a record of such certificates which includes the specific elevation (in relation to mean sea level) to which such structures are floodproofed shall be maintained with the official designated by the community... " It should be noted that Technical Bulletins provide guidance on the minimum requirements of the NFIP regulations. Community or State requirements that exceed those of the NFIP take precedence. Design professionals should contact the community to determine whether more restrictive local or State regulations apply to the building or site in question. All applicable standards of the State or local building code must also be met for any building in a flood hazard area. Planning Considerations A review of the following factors for the site in question will assist the design professional in determining whether floodproofing is appropriate. For example, if a site will be surrounded by rapidly rising, high-velocity floodwaters during a flood, and the available warning time is short, then the site is unsuitable for a floodproofed building. Warning Time The rate-of-rise of floodwaters for the site in question, the established flood warning system (if any), the flood warning time available, and the reliability of the flood warning must be reviewed to determine appropriate floodproof design elements. The rate-of-rise or the flood warning time available through an existing reliable (community-based or regionally based) flood warning system must be adequate to provide sufficient lead time to evacuate a floodprone building when flooding threatens. In addition, sufficient warning time must exist to successfully place floodproofing components, such as removable flood shields or gates, if such components are to be included in the floodproofing design. Other examples of floodproofing techniques that can require human intervention are operating sump pumps and closing valves. The amount of time necessary to put human intervention floodproofing components in place will depend upon the number of components, their complexity, and the availability of personnel to place them. Floodproofed buildings are not appropriate for any site in a flash flood area,because of the potentially short warning time. Safety and Access Safe access to a floodproofed building is a critical factor in the determination of whether floodproofing is an appropriate design alternative. In 1987, Colorado State University conducted a study of human stability in flood flow conditions based on the product number of depth of flow multiplied by the floodwater velocity. Results of this study indicated that any floodplain location with a product number of 4 or greater represents a significant hazard to individuals. Floodplain sites with a base flood product number number of 4 or greater(depth in feet multiplied by veloc- ity in feet per second) will create a hazard for anyone attempting to escape from or gain access to the site. Such sites are not generally acceptable for floodproofed buildings, unless modifications are made to the site to reduce the flood hazard. For any floodproofed building, all roads to be used as evacuation routes must remain passable as the floodwaters rise. In addition, all roads that provide access to buildings whose dry- floodproofing components require human intervention must remain passable long enough for the 3 floodproofing components to be installed and for all personnel to safely evacuate the site. For sites with an acceptably low hazard(product number less than 4) that are contiguous to land above the BFE, evacuation and access during times of flooding are generally not critical consid- erations. Flood Velocities, Flood Depths, and Debris For sites with flood velocities in excess of 5 feet per second or base flood depths in excess of 3 feet, the cost of dry-floodproofed construction may be prohibitive. Part 3 of the section of this bulletin titled"Minimum Engineering Considerations" describes the flood forces that a floodproofed building must be able to resist. Flood-borne debris can generate impact forces that may make a dry-floodproofed design technically infeasible and therefore inappropriate. A level of safety above the BFE, referred to as freeboard, is recommended, as discussed under"Mini- mum Engineering Considerations. " Note: While buildings need only be protected to the BFE for floodplain management pur- poses, freeboard is considered for flood insurance rating purposes. Because of the additional risk associated with any floodproofed building, 1 foot is subtracted from the elevation to which a building has been floodproofed, for insurance rating (if the building is floodproofed at least to the BFE). Therefore, to receive an insurance rating based on 100-year flood protection, the building must be floodproofed to an elevation at least 1 foot above the BFE. Insurance premiums will be lower if floodproofing exceeds this requirement. Flood Frequency A site that has been flooded frequently may not be appropriate for a dry-floodproofed building. The cumulative wear-and-tear on a building's external components as a result of recurring inundation may render a dry floodproofing strategy infeasible. The cost of repeated business interruption and of frequent cleanup activities, as well as the effects of having to repeatedly implement a flood emergency plan, must be assessed. If the evaluation of each of the aforementioned factors indicates that dry floodproofing is a viable floodplain management alternative, then a floodproofing design is developed. For all floodproofed buildings, the design professional must then produce both a Flood Emergency Operation Plan and an Inspection and Maintenance Plan for the building. Flood Emergency Operation Plan A Flood Emergency Operation Plan is an integral part of any building's floodproofing design and is critical when the floodproofing requires human intervention such as the installation of flood gates or flood shields. A Flood Emergency Operation Plan is necessary for any floodproofed building to ensure that the floodproofing components will operate properly under all conditions, including power failures. A continuous source of electricity to operate any neces- sary floodproofing components, such as pumps, will be needed for any floodproofing design that includes such components. The design professional must produce the plan. An adequate plan must include the following: 1. An established chain of command and responsibility with leadership responsibilities clearly defined for all aspects of the plan. 2. A procedure for notification of necessary parties when flooding threatens and flood warnings are issued. Personnel required to be at the building should have a planned and safe means of ingress and should have no other emergency response duties during a flood event. Alternates should be assigned in the event that the primary persons responsible are unable to complete their assigned duties under the plan. 3. A list of specific duties assigned to ensure that all responsibilities are addressed expedi- tiously. The locations of materials necessary to properly install all floodproofing compo- nents must be included in the list. 4. An evacuation plan for all personnel—those without duties for the flood emergency as well as those with duties for implementing the plan. All possible ingress and egress routes must be identified. 5. A periodic training and exercise program to keep personnel aware of their duties and respon- sibilities. Training drills should be held at least once a year and should be coordinated with community officials. Flood safety precautions should be repeated during each training drill. Inspection and Maintenance Plan Every floodproofing design requires some degree of periodic maintenance and inspection to ensure that all components will operate properly under flood conditions. The necessary inspec- tion and maintenance activities, including inspection intervals and repair requirements, must be described in the Inspection and Maintenance Plan. Components that should be inspected as part of an annual (as a minimum) maintenance and inspection program include the following: 1. Mechanical equipment such as sump pumps and generators. 2. Flood shields and closures, to ensure that they fit properly and that the gaskets and seals are in good working order, properly labeled, and stored as indicated in the Flood Emergency Operation Plan. 3. Walls and wall penetrations, for cracks and potential leaks. 4. Levees and berms, for excessive vegetative growth, cracks, or leaks. Both the Flood Emergency Operation Plan and the Inspection and Maintenance Plan are neces- sary at the time that the Non-Residential Floodproofing Certificate is submitted to the commu- nity. Before issuing a building permit, the community should require that the property owner sign an agreement stating that the plan will be adhered to. The community should also be as- sured that the inspection and maintenance activities required by the plan will continue regardless of changes in the ownership of the floodproofed building. This assurance should be accom- plished by appropriate deed restrictions. Any lease agreement should also contain clear language stating the leaseholder's responsibilities for the floodproofed building. 5 9 Minimum Engineering Considerations The design professional, a registered professional engineer or architect, must certify that the III following requirements have been met by the building's design, specifications, and plans: 1. The building must be watertight (i.e., floodwaters must not enter the building envelope): a. The building must be watertight to the floodproof design elevation, which is further defined as being at least the BFE. As previously noted, floodproofing to any elevation less than 1 foot above the BFE will have a serious negative impact on the flood insurance li rating for the building. Generally a minimum of 1 foot of freeboard is recommended. Additional freeboard is warranted for sites where predicted flood depths may be inaccu- rate, such as sites within large drainage areas and rapidly urbanizing areas. b. The building's walls must be "substantially impermeable to the passage of water." FEMA has adopted the U.S. Army Corps of Engineers (COE) definition of substantially impermeable from the COE publication "Flood Proofing Regulations." This document states that a substantially impermeable wall "shall not permit the accumulation of more than 4 inches of water depth during a 24-hour period if there were no devices provided for its removal. However, sump pumps shall be required to control this seepage." Flood- resistant materials, described in Technical Bulletin 2, "Flood-Resistant Materials Re- quirements," must be used in all areas where such seepage is likely to occur. 2. The building's utilities and sanitary facilities, including heating, air conditioning, electrical, water supply, and sanitary sewage services, must be located above the BFE, completely enclosed within the building's watertight walls, or made watertight and capable of resisting damage during flood conditions. 3. All of the building's structural components must be capable of resisting specific flood-related forces. These are the forces that would be exerted upon the building as a result of floodwa- ters reaching the BFE (at a minimum) or floodproofing design level, and include the follow- ing: a. Hydrostatic Flood Force—This is the force that water at rest exerts on any submerged object. For a floodproofed building design, the calculations of hydrostatic flood forces must include saturated soil pressure on any portion of the building that is below grade (see Figure 1). Guidelines for determining hydrostatic pressure are provided on the following page. 6 HYDROSTATIC PRESSURES BY WATER DEPTH h 1—' HEIGHT (H) Ph (LBS/SQ.FT.) (WATER DEPTH] 62.4 2 124.8 „ 3 187,2 f G 4 249.6 5 312.0 . Fh 6 374.4 H Fh i .\ r,_, 7 436.8 i=> :y. , 8 499.2 9 561.6 %,•:'.. ... ; .. Fsat 10 624.0 Buoyancy Force Figure 1. Hydrostatic Pressure Diagram Resultant Lateral Force Due to Hydrostatic Pressure from Freestanding Water: Fh= 1 wH2 where: F, is the lateral force from freestanding water(in pounds per linear foot of surface) w is the specific weight of water (62.4 pounds per cubic foot) H is the height of the standing water(to the floodproof design level) If any portion of the building is below grade, then calculate the Resultant Cumulative Lateral Force Due to Hydrostatic Pressure from Saturated Soil: Fsat= 1/2SD2+Fh where: Fs a t is the lateral force from saturated soil S is the equivalent fluid weight of saturated soil (in pounds per cubic foot) D is the depth of saturated soil (in feet) Fh is the lateral force from freestanding water Note: See Appendix C of the FEMA"Design Manual for Retrofitting Flood-Prone Residential Structures" for further information. 7 • b. Buoyancy-This is the vertical force associated with the building's tendency to float when inundated or surrounded by floodwaters. This force can be calculated as shown below. Buoyancy Force: Fb= wAH where: Fb is the force due to buoyancy w is the specific weight of water(62.4 pounds per cubic foot) A is the area of horizontal surface (floor or slab)being acted upon(in square feet) H is the depth of building below the floodproofing design level (in feet) Note: See Appendix C of the FEMA"Design Manual for Retrofitting Ftood-Prone Residential Structures" for further information. c. Hydrodynamic Force—This is the force exerted on vertical surfaces exposed to moving floodwaters. The determination of hydrodynamic force is based on the expected velocity of the floodwaters with depths to the floodproofing design level (BFE or higher). The projected average base flood velocity within the floodway may be obtained using FEMA Flood Insurance Studies (FISS) where a floodway has been identified. It should be noted that velocities in the flood fringe will generally be less than the floodway velocities presented in the FIS. Where no FIS velocity data exist, velocities should be determined using Manning's equation, as found in most hydraulic reference and text books. Hydrodynamic Force: Fd= Com'h(V)ZA where: Fd is the lateral force due to hydrodynamic pressure Cd is the drag coefficient m is the mass density of water(1.94 slugs per cubic foot) V is the velocity of the water(in feet per second) A is the area of the wall affected (in square feet) Note: See Appendix C of the FEMA "Design Manual for Retrofitting Ftood-Prone Residential Structures" for further information. 8 e d. Debris Impact Force—This is the force associated with flood-borne debris striking the side of a building. This force presents the greatest unknown to the designer, but a value must be estimated to develop an effective floodproofing design. Unless more detailed information is available, such as historical debris flow data, the formula shown below should be used. This formula assumes a 1-second duration of impact. The weight of the object is generally estimated at 1,000 pounds but can be reduced to 500 pounds for areas subject to minor debris flow potential. Any areas subject to severe debris (such as moun- tainous regions or areas subject to ice floes) are not appropriate sites for floodproofed buildings unless the designer takes these forces into account in designing and armouring the building. Armouring often results in designs that are not cost-effective. Debris Impact Force: Fi=WV gt where: F, is the Impact Force w is the weight of the object(in pounds) v is the velocity of the object(in feet per second) g is the acceleration due to gravity (32.2 feet per second?) is the duration of impact (in seconds) Note: See Appendix C of the FEMA"Design Manual for Retrofitting Flood-Prone Residential Structures" for further information. 4. Like all construction that falls under the NFIP regulations, the building must meet the re- quirements of all applicable portions of local and State building codes, including the provi- sions of the Americans with Disabilities Act; life-safety codes for ingress, egress, and clear- ing; and venting and combustion air requirements. 9 Preparation of the Floodproofing Certificate for Non-Residential Buildings The Floodproofing Certificate is required for all non-residential buildings to be floodproofed and is to be completed by the design professional. The first part of the Certificate contains informat- ion concerning the location and ownership of the building. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No.3067-007 FLOODPROOFING CERTIFICATE FOR NON-RESIDENTIAL STRUCTURES The floodproofing of non-residential buildings maybe 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 cummunity's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements. The permitting of a floodproofed residential basement requires a separate certification specifying that the design complies with the local floodplain management ordinance. FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER STREET ADDRESS (including Apt.,Unit,Suite and/or Bldg.Number)OR P.0 ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION(Lot and Block Numbers,etc.) CITY STATE ZIP CODE Building location and Ownership information Section I of the Certificate is the Flood Insurance Rate Map (FIRM) information, including the BFE used in designing the floodproofing system. Copies of the FIRM should be available through the community's floodplain administrator. SECTION I FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM: COMMUNITY NUMBER PANEL NUMBER SUFFIX DATE OF FIRM INDEX FIRM ZONE BASE FLOOD ELEVATION (in AO Zones use depth) Section I 10 Section II requests information regarding the floodproofing design. The first item is the eleva- tion, referenced to the datum of the FIRM (generally the National Geodetic Vertical Datum of 1929), to which the building is floodproofed. This elevation must be equal to or greater than the BFE. It is important to note that for insurance rating purposes, the floodproofing design must provide protection to 1 foot above the BFE to receive rating credit. If the building is floodproofed only to the BFE, then the building's insurance rating will result in a higher pre- mium. Before a decision is made to floodproof to less than 1 foot above the BFE, insurance implications should be carefully considered. The second item is the height of the floodproofing above the lowest adjacent grade. This infor- mation is intended to be used by community building officials, FEMA, and NFIP insurance underwriters to analyze the level of safety that the floodproofing design will provide. Since floodwaters exert greater pressure on the floodproofed building as the height of the flooding increases (see Figure 1), floodproofing that exceeds 3 feet in height represents a greater risk and may result in insurance rates that reflect this increased risk. SECTION II FLOODPROOFING INFORMATION (By a Registered Professional Engineer or Architect) Floodproofing Design Elevation Information: Building is floodproofed to an elevation of . feet NGVD. (Elevation datum used must be the same as that on the FIRM.) Height of floodproofing on the building above the lowest adjacent grade is feet. (NOTE:for insurance rating purposes, the building's floodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit. If the building is floodproofed only to the Base Flood Elevation, then the building's insurance rating will result in a higher premium.) Section II Section III is the actual certification of the floodproofing design as required in Section 60.3(c)(4) of the NFIP regulations. It is important to note that design professionals signing this form are certifying that they have developed and/or reviewed the design plans and specifications and find them in compliance with accepted standards of practice for dry floodproofing. This certification is based on the floodproofing design, not the as-built condition of the building. The person signing this form must be a registered professional engineer or architect within the state or territory where the building will be constructed or substantially improved. 11 SECTION III CERTIFICATION (By a Registered Professional Engineer or Architect) Non-Residential Floodproofed Construction Certification: I certify that based upon development and/or review of structural design, specifications, and plans for construction that the design and methods of construction are in accordance with accepted standards of practice for meeting the following provisions: The structure,together with attendant utilities and sanitary facilities, is watertight to the floodproofed design elevation indicated above, with walls that are substantially impermeable to the passage of water. All structural components are capable of resisting hydrostatic and hydrodynamic flood forces,including the effects of buoyancy,and anticipated debris impact forces. I certify that the information on this certificate represents my best effort to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) TITLE COMPANY NAME ADDRESS CITY STATE ZIP SIGNATURE DATE PHONE Copies should be made of this certificate for: 1)community official,2) insurance agent/company,3)building owner. FEMA Form 81-65 Section III The NFIP The NFIP was created by Congress in 1968 to provide federally backed flood insurance cover- age, because flood insurance was generally unavailable from private insurance companies. The NFIP is also intended to reduce future flood losses by identifying floodprone areas and ensuring that new development in these areas is adequately protected from flood damage. The NFIP is based on an agreement between the federal government and participating communities that have been identified as being floodprone. FEMA, through the Federal Insurance Administration (FIA), makes flood insurance available to the residents of a participating community provided that the community adopts and enforces adequate floodplain management regulations that meet the minimum NFIP requirements. The NFIP encourages communities to adopt floodplain man- agement ordinances that exceed the minimum NFIP criteria. Included in the NFIP requirements, found under Title 44 of the U.S. Code of Federal Regulations, are minimum building design and 12 construction standards for buildings located in SFHAs. Through their floodplain management ordinances, communities adopt the NFIP design performance standards for new and substantially improved buildings located in floodprone areas identified on FIA's FIRMs. Technical Bulletins This is one of a series of Technical Bulletins FEMA has produced to provide guidance concern- ing the building performance standards of the NFIP. These standards are contained in Title 44 of the U.S. Code of Federal Regulations at Section 60.3. The bulletins are intended for use prima- rily by State and local officials responsible for interpreting and enforcing NFIP regulations and by members of the development community, such as design professionals and builders. New bulletins, as well as updates of existing bulletins, are issued periodically, as necessary. The bulletins do not create regulations; rather they provide specific guidance for complying with the minimum requirements of existing NFIP regulations. Users of the Technical Bulletins who need additional guidance concerning NFIP regulatory requirements should contact the Natural Haz- ards Branch of the appropriate FEMA regional office. The "User's Guide to Technical Bulle- tins" lists the bulletins issued to date and provides a key word/subject index for the entire series. Ordering Information Copies of the Technical Bulletins can be obtained from the appropriate FEMA regional office. Technical Bulletins can also be ordered from the FEMA publications warehouse. Use of FEMA Form 60-8 will result in a more timely delivery from the warehouse the form can be obtained from FEMA regional offices and your state's Office of Emergency Management. Send publica- tion requests to FEMA Publications, P.O. Box 70274, Washington, D.C. 20024. Further Information The following publications provide further information concerning non-residential floodproofing: 1. "Answers to Questions About Substantially Damaged Buildings," FEMA, May 1991, FEMA- 213. 2. "Block and Brick Wall Integrity Against Water Heights and Systems and Materials to Prevent Flood Waters From Entering Buildings," Carl E. Pace, U.S. Army Corps of Engineers Water- ways Experiment Station, Vicksburg, Mississippi, 1984. 3. "Commercial-Industrial Flood Audit," New England District, U.S. Army Corps of Engineers, n.d. 4. "Cooperative Flood Loss Reduction, A Technical Manual for Communities and Industries," Flood Loss Reduction Associates, 1981. 5. "Design Manual for Retrofitting Flood-Prone Residential Structures," FEMA, September 1986, FEMA-1 14. 6. "Floodproofing Non-Residential Structures," FEMA, May 1986, FEMA- 102. 13 7. "Flood Proofing Regulations," U.S. Army Corps of Engineers, March 1992, EP 1165-2-314. 8. "Human Stability in a High Flood Hazard Zone," S.R. Abt, R.J. Whittlen, A. Taylor, and D.J. Love, Water Resource Bulletin, August 1989. 9. "Sealants, Part 1," John P. Cook, Progressive Architecture, December 1974. 10. "Sealants,Part 2,"John P. Cook, Progressive Architecture, February 1975. 11. "Systems and Materials to Prevent Flood Waters from Entering Buildings,"U.S. Army Corps of Engineers, 1984. 12. "Tests of Brick-Veneer Walls and Enclosures for Resistance to Flood Waters," Carl E. Pace, U.S. Army Corps of Engineers, Lower Mississippi Division, Vicksburg, Mississippi, 1978. Glossary Base flood—The flood that has a 1-percent probability of being equaled or exceeded in any given year(also referred to as the 100-year flood). Base Flood Elevation (BFE) —The height of the base flood,usually in feet, in relation to the National Geodetic Vertical Datum of 1929 or other datum as specified. Basement —Any area of a building having its floor subgrade (below ground level) on all sides. Coastal High Hazard Area—An area of special flood hazard extending from offshore to the inland limit of a primary frontal dune along an open coast and any other area subject to high- velocity wave action from storms or seismic sources. Federal Emergency Management Agency (FEMA) —The independent federal agency that, in addition to carrying out other activities, oversees the administration of the National Flood Insur- ance Program. Federal Insurance Administration (FIA) —The component of FEMA directly responsible for administering the National Flood Insurance Program. Flood Insurance Rate Map (FIRM)—The insurance and floodplain management map issued by FEMA that identifies, on the basis of detailed or approximate analyses, areas of 100-year flood hazard in a community. Floodprone area — Any land area susceptible to being inundated by floodwater from any source. Lowest floor—The lowest floor of the lowest enclosed area of a building, including a base- ment. Any NFIP-compliant unfinished or flood-resistant enclosure useable solely for parking of vehicles, building access, or storage (in an area other than a basement) is @ considered a building's lowest floor. 14 Special Flood Hazard Area (SFHA) —Area delineated on a Flood Insurance Rate Map as being subject to inundation by the base flood and designated as Zone A, AE, Al-A30, AR, AO, AH, V, VE, or V1-V30. Substantial damage —Damage of any origin sustained by a structure whereby the cost of restoring the structure to its before-damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred. Substantial improvement — Any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred "substantial damage," regardless of the actual repair work performed. 15 Technical . IA* ;..*. litr.:Nr• ".1.4. ulletin . - 2-93 Flood-Resistant Materials Requirements for Buildings Located in Special Flood Hazard Areas in accordance with the National Flood Insurance Program ----- ,....,!!.!...,..!..!..!...:!.7.,,,,-,. -,,,,Ar.- -.6'::::::::i'ii*:"•- .................. .,.... 0LyESTE ....... .... . .. ............... ........ ::::::::::: - R ...... . . . ....................„..... ....................,„....... ----.......----..... , 0:::::::::: • XY ............................. ---------...... ...„..........„...,......,.. ,„„„„ -----.. — ...--........ ......... ..„.....„.......... ......... ,..,,............ ............................. ........... ............... 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The Technical Bulletin User's Guide (printed separately) provides references to key words and subjects throughout the Technical Bulletins. For definitions of selected terms, refer to the Glossary at the end of this bulletin. Key Word/Subject Page Breakaway wall materials in V zones, made of flood-resistant materials 12 Flood-resistant flooring materials 4 Flood-resistant material, definition of . 1 Flood-resistant materials, classifications, use of 2 Flood-resistant wall and ceiling materials 7 Latticework in V zones, made of flood-resistant materials 12 U.S. Army Corps of Engineers "Flood Proofing Regulations" 2 Any comments on the Technical Bulletins should be directed to: FEMA/FIA Office of Loss Reduction Technical Standards Division 500 C St., SW, Room 417 Washington, D.C. 20472 Technical Bulletin 2-93 replaces Technical Bulletin 88-2 (draft) "Flood-Resistant Materials." Graphic design based on the Japanese print The Great Wave Off Kanagawa, by Katsushika Hokusai [1 760- 1849), Asiatic collection, Museum of Fine Arts, Boston. 4 TECHNICAL BULLETIN 2-93 Flood-Resistant Materials Requirements for Buildings Located In Special Flood Hazard Areas in accordance with the National Flood Insurance Program Introduction The requirement to use construction and finishing materials that are resistant to flood damage in all new and substantially improved buildings in identified Special Flood Hazard Areas (SFHAs) is an important part of the National Flood Insurance Program's (NFIP's) flood-damage-resistant design and construction standards. A residential building's lowest floor is required to be elevated to or above the base flood elevation (BFE). All construction below the lowest floor is susceptible to flooding and must consist of flood-resistant materials. Uses of enclosed areas below the lowest floor in a residential building are limited to parking, building access, and limited stor- age—areas that can withstand inundation by floodwater without sustaining significant structural damage. The purpose of this Technical Bulletin is to provide data and guidance on what constitute "mate- rials resistant to flood damage" and how and when these materials must be used to improve a building's ability to withstand flooding. NF1P Regulations Section 60.3(a)(3) of the NFIP regulations requires that the community: "Review all permit applications to determine whether proposed building sites will be reasonably safe from flooding. If a proposed building site is in a floodprone area, all new construction and substantial improvements shall... be constructed with materials resis- tant to flood damage..." It should be noted that Technical Bulletins provide guidance on the minimum requirements of the NFIP regulations. Community or State requirements that exceed those of the NFIP take precedence. Design professionals should contact the community to determine whether more restrictive local or State regulations apply to the building or site in question. All applicable standards of the State or local building code must also be met for any building in a flood hazard area. Required Use of Flood-Resistant Materials Flood-Resistant Material "Flood-resistant material" is defined as any building material capable of withstanding direct and prolonged contact with floodwaters without sustaining significant damage. The term "prolonged contact" means at least 72 hours, and the term"significant damage" means any damage requiring more than low-cost cosmetic repair(such as painting). 1 As stated previously, all structural and non-structural building materials at or below the BFE must be flood resistant. This requirement applies regardless of the expected or historic flood duration. For example, buildings in coastal areas that experience relatively short-duration flooding (generally, flooding with a duration of less than 24 hours) must be constructed with flood-resistant materials below the BFE. As noted in the tables within this bulletin, only Class 4 and Class 5 materials are acceptable for areas below the BFE in floodprone buildings. In some instances, Class 1,2, and 3 materials may be permitted below the BFE, when specifi- cally required to meet local building code provisions concerning life-safety issues. In below- BFE applications, materials that meet life-safety code requirements and have maximum resis- tance to damage from flood inundation should be used. This applies to the flood-resistant re- quirements only. In Zones V, VE, and V 1 -V30, the installation of such materials may create an obstruction. Because obstructions in V zones could result in structural failure of the building, they represent a life-safety issue and shall therefore take precedence over local building codes. Refer to Technical Bulletin 5, "Free of Obstruction Requirements," for further information. Lowest Floor Under the NFIP, the term "lowest floor" is used to define the lowest level of a building that must be located at or above the BFE as required under Sections 60.3(c)(2) and (3) of the NFIP regula- tions. The floodplain management regulations, under Section 60.3(c)(5), limit the use of all areas below the lowest floor to parking of vehicles, storage, and building access. These reason- able uses below the BFE are permitted because the amount of damage caused by flooding to these areas can easily be kept to a minimum if design and construction requirements contained in the NFIP regulations are met. Failure to meet the requirements can increase the building's damage potential and result in the application of higher flood insurance premiums. The require- ment to use flood-resistant materials means that all interior wall, floor, and ceiling materials located below the BFE be unfinished and resistant to flood damage. This is meant to exclude the use of materials and finishes normally associated with living areas constructed above the BFE. Flood Insurance Implication An NFIP flood insurance requirement regarding the use of materials in areas below the BFE must also be considered. Flood insurance will not pay a claim for finishing materials (such as clay floor tiles) located in basements or in enclosed areas below the lowest floor of an elevated building, even if such materials are considered to be flood resistant. The NFIP defines finishing materials as anything beyond basic wall construction. Flood-Resistant Classification of Materials The information in this Technical Bulletin is based primarily on the U.S. Army Corps of Engi- neers (COE) 1992 "Flood Proofing Regulations. " The following table (Table 1) classifies building materials according to their ability to resist flood damage. 2 Table 1 Flood-Resistant Classification of Materials N F Class Class Description P e � A • 5 Highly resistant to floodwater damage. Materials within this class are permitted for partially enclosed E or outside uses with essentially unmitigated flood exposure. T A 4 Resistant to floodwater damage. Materials within B this class may be exposed to and/or submerged in floodwaters in interior spaces and do not require E special waterproofing protection. u 3 Resistant to clean water damage. Materials within N this class may be submerged in clean water during A periods of intentional flooding. • 2 Not resistant to water damage. Materials within this E class require essentially dry spaces that may be P subject to water vapor and slight seepage. T A 1 Not resistant to water damage. Materials within this B class require conditions of dryness. Source: COE 1992 "Floodproofing Regulations" 3 Flooring Materials Table 2 lists flooring materials commonly used in construction that fall within the five classes described in Table 1. Not all available construction and finishing materials are listed. For prod- ucts not listed herein, manufacturers' literature should be reviewed for recommended uses. Such recommendations must be complied with fully. All masonry and wood products used in floodprone buildings must comply with the applicable materials standards of the nationally recognized standards organizations, such as the American Society for Testing and Materials (ASTM), the American Concrete Institute (ACI), and the American Wood Products Association (AWPA). Basis for Classification of Flooring Materials The classification of flooring materials is based on their vulnerability to damage from inundation by floodwaters. Class 1,2, and 3 flooring materials are not acceptable for below-BFE applica- tions for one or more of the following reasons: .Normal suspended-floor adhesives specified for above-grade use are water soluble or are not resistant to alkali or acid in water, including ground seepage and vapor. .Flooring materials contain wood and wood products. .Flooring materials are not resistant to alkali or acid in water, .Sheet-type floor coverings (linoleum, rubber, and vinyl) restrict evaporation from below. .Flooring materials are impervious but dimensionally unstable. 4 Table 2 Flooring Materials Classifications for Flood Resistance Classes of Flooring Types of Flooring Materials Acceptable Unacceptable 5 4 3 2 1 Asphalt Tile' • With asphaltic adhesives • Carpeting (glued down type) • Cement/bituminous, formed-in-place • Cement/latex, formed-in-place • - Ceramic tile' • With acid-and alkali-resistant grout • Chipboard • Clay tile • Concrete, precast or in-situ • Concrete tile • Cork • Enamel felt-base floor coverings • Epoxy, formed-in-place • Linoleum • Magnesite (magnesium oxychloride) • Mastic felt-base floor covering • Mastic flooring, formed-in-place • Polyurethane, formed-in-place • PVA emulsion cement • Rubber sheets' • With chemical-set adhesives''' • Rubber tile' • With chemical-set adhesives • Silicone floor, formed-in-place • 5 Table 2 Flooring Materials Classifications for Flood Resistance Classes of Flooring Types of Flooring Materials Acceptable Unacceptable 5 4 3 2 1 Terrazo • Vinyl sheets (homogeneous) ' • With chemical-set adhesives2'3 • Vinyl tile (homogeneous) ' • With chemical-set adhesives • Vinyl tile or sheets (coated on cork or wood product backings) • Vinyl-asbestos tile (semi-flexible vinyl) ' • With asphaltic adhesives • _ Wood flooring or underlay merits • Wood composition blocks, laid in cement mortar • Wood composition blocks, dipped and laid in hot pitch or bitumen • Pressure-treated lumber, .40 CCA4 • Naturally decay-resistant lumber' • Notes: 1 Using normally specified suspended flooring (i.e., above- grade) adhesives, including sulfite liquor (lignin or "linoleum paste"), rubber/asphaltic dispersions, or "alcohol" type resinous adhesives (culmar, oleoresin) 2 Not permitted as Class 2 flooring 3 E.g., epoxy-polyamide adhesives or latex-hydraulic cement 4 Not in the COE list; added by FEMA 5 Refer to local building code for guidance 6 Wall and Ceiling Materials Table 3 lists wall and ceiling materials commonly used in construction that fall within the five classes described in Table 1. Not all available construction and finishing materials are listed. For products not listed herein, manufacturers' literature should be reviewed for recommended uses. Such recommendations must be complied with fully. All masonry and wood products used in floodprone buildings must comply with the applicable materials standards of the nationally recognized standards organizations, such as the American Society for Testing and Materials (ASTM), the American Concrete Institute (ACI), and the American Wood Products Association (AWPA). Basis for Classification of Wall and Ceiling Materials The classification of wall and ceiling materials is based on their vulnerability to damage from inundation by floodwaters. Class 1, 2, and 3 wall and ceiling materials are not acceptable for below-BFE applications for one or more of the following reasons: .Normal adhesives specified for above-grade use are water soluble or are not resistant to alkali or acid in water, including ground seepage and vapor. .Wall and ceiling material contains wood, wood products, gypsum products, or other material that dissolves or deteriorates, loses structural integrity, or is adversely affected by water. .Wall or ceiling material is not resistant to alkali or acid in water. .Wall or ceiling material is impervious but is dimensionally unstable. .Wall or ceiling materials absorb or retain water excessively after submergence. 7 Table 3 Walls and Ceiling Materials Class Classes of Walls and Ceilings Types of Wall and Ceiling Materials Acceptable Unacceptable Asbestos-cement board (and cement board') Brick, face or glazed • Common • Cabinets, built-in Wood • Metal • Cast stone (in waterproof mortar) • Chalkboards � - --- S|ato, porcelain g|aos, nucite glass Cement-asbestos • Composition, painted • Chipboard • Exterior sheathing grade • Clay tile Structural glazed • Ceramic voneer, ceramic wall tile-mortar set • Ceramic veneer, organic adhesives • Concrete • Concrete block • Corkboard • Wood hollow • Wood, lightweight panel construction • Wood, solid • Metal, hollow • Metal, Kalamein � 8 Table 3 Walls and Ceiling Materials Classifications for Flood Resistance Classes of Walls and Ceilings Types of Wall and Ceiling Materials Acceptable I Unacceptable; 5 4 3 2 1 aa.iaiR11111Kaigi 1:::1011811111!:11111.11.re Fiberboard panels, vegetable types 1:11:11:11:0111:11111111::1.11:11:111:11:11:1i:1111111111.111:1. 11111111111:1::::::1111:1111111111111111:1:1111111111:1115:11:11:::::::11111fi::::10 • Sheathing grade (asphalt coated or impregnated) • Otherwise Gypsum products • Gypsum board (including greenboard1) • Keene's cement of plaster Plaster, otherwise, including acoustical • • Sheathing panels, exterior grade • Glass (sheets, colored tiles, panels) • Glass blocks Hardboard • Tempered, enamel or plastic coated • All other types Insulation • Foam or closed-cell types Batt or blanket types • All other types Metals, non-ferrous (aluminum, copper, or zinc tiles) I • • Metals, Ferrous • Mineral fiberboard Plastic wall tile (polystyrene, urea formaldehyde, etc.) • •. • Set in waterproof adhesives, pointed with • waterproof grout Set in water-soluble adhesives I _ 9 — Table 3 Walls and Ceiling Materials Classifications for Flood Resistance Classes of Walls and Ceilings Types of Wall and Ceiling Materials Acceptable Unacceptable 5 4 3 2 Paint Polyester-epoxy and other waterproof types � All other types !Paperboard !Partitions' folding ------ -- '- Wood, pressure treated, .40 CCA minimum 1 (if not treated, then material is Class 2) � Metal • Fabric-covered IPartdbons' stationary VVood, pressure treated, .40 CCA minimum 1 (if not troatad, then material is Class 2) Metal � � Glass, unreinforced • Glass, reinforced Gypaum, solid or block Rubber, moldings and trim with epoxy polyamide .adhesive or latex-hydraulic cement • All other applications Steel, (panels, trim, tile) with waterproof 'app|inatione With non-waterproof adhesive :Stone, natural solid or veneer, waterproof grout • :Stone, artificial non-absorbent solid or veneer, ■waterproof grout All other applications 10 Table 3 Walls and Ceiling Materials Classifications for Flood Resistance Classes of Walls and Ceilings Types of Wall and Ceiling Materials Acceptable unacceptable 5 4 3 2 1 Strawboard r" • Exterior grade (asphalt-impregnated kraft paper) • All other types • Wall covering Paper, burlap, cloth types S Wood Solid, standard • Solid, naturally decay-resistant'2 • Solid pressure treated, .40 CCA minimum' • Plywood Marine Grade' • Pressure treated, .40 CCA minimum' • Exterior grade • Otherwise • Note: 1 Not on the COE list; added by FEMA 2 Refer to local building code for guidance 11 Construction Examples Flood-Resistant Materials in Buildings in Zones A, AE, Al-A30, AR, AO, and AH Figure 1 illustrates a building elevated on solid foundation walls, over a crawlspace. The NFIP regulations require that the lowest floor be at or above the BFE. The construction method illus- trated in Figure 1 meets this requirement. Note, however, that the flooring materials and sup- porting wood members are at or below the BFE. Therefore, in Figure 1, all materials supporting the lowest floor, including the flooring itself, must be made of flood-resistant materials. To maximize the use of the area below the lowest floor, it is a common floodplain construction technique to elevate a building a full story (approximately 8 feet), even though the BFE may only be 4 or 5 feet above grade. In such cases, while the NFIP regulations require that Class 4 or 5 building materials be used below the BFE, FEMA strongly recommends that Class 4 or Class 5 materials also be used for the construction of the remainder of the building below the lowest floor. Flood damage from a greater-than-design flood event will thereby be reduced in the lower area. Flood-Resistant Materials in Buildings in Zones V, VE, and V1-V30 w il I 'TT Stud' All structural and non-structural materials installed below the - 1I1 Plate ' Flooring lowest BFE must be flood resistant . Floor BFE The NFIP regulations require Floor joss > Sub Floor that the bottom of the lowest Sill Plate horizontal structural member of �– 1 the lowest floor(usually the Foundation floor beam or girder) of a Wall °0 building in Zone V, VE, or VI- V30 be at or above the BFE. j Foundation Therefore, all materials below Opening the floor beam(s) must be flood resistant. This includes but is not limited to breakaway wall Grade materials and open latticework. Breakaway walls will remain in place during low-level floods and must be flood resistant, so Footer that they will not deteriorate �d over time after being soaked by floodwaters. Figure 2, on the next page, illustrates this re- Figure 1. Building Elevated on Solid Foundation Walls Meeting the quirement. Minimum NFIP Requirements for Zones A, AE, A1-A30, AR, AO, and AH 12 Bottom of the lowest horizontal structural member of the lowest floor _J\/ A wane...*I �I r Stud' i it I I Sole I value Plate I �u� 1 P `'J ii li 1 ii ii 11.x= — II IN ii H H II '1' ___ a l' 1• I I + • ii • I - ;Ii —_- l' • • 1 ` BFE - , WI V•,- - ,_ lir . --I VrPr t t Pile :,`♦,.:'. ,.,,.,,.♦ a_ 4 or Column m Grade ■�•,•♦,•.♦•.,♦.'•♦,•, o KV 1 —1 _ I I I W I n I I n I I „ I SECTION ELEVATION Figure2. Flood-Resistant Material Requirements for Buildings Elevated in Accordance with NFIP Requirements for Zones V, VE, and V1 -V30 Accessory Buildings Some communities peiniit the construction of low-cost, small detached accessory buildings (e.g., garages, storage sheds) with a lowest floor elevation below the BFE (Technical Bulletin 5, "Free- of-Obstruction Requirements," provides definitions of"low-cost" and "small"). The below-BFE portions of such buildings must be constructed of flood-resistant materials so that flood damage will be minimized. Additional construction requirements for these buildings, such as the need to anchor the building to resist flotation, collapse, and lateral movement, also must be met before the building is permitted and built. For additional infounation about these requirements, contact the community that has permitting jurisdiction. Wet Floodproofing Wet floodproofing is designing a building to allow floodwaters to enter in order to equalize hydrostatic forces. The NFIP does not allow wet floodproofing in lieu of meeting the lowest 13 floor elevation requirements. However, in situations where the NFIP regulations do not apply, such as voluntary floodproofing of an existing (Pre-FIRM) building not in association with substantial improvements, the use of flood-resistant materials is advisable. Using flood-resistant materials will make cleanup and repair following a flood much easier and less costly than if the floodprone areas are constructed of non-flood-resistant materials. The NFIP The NFIP was created by Congress in 1968 to provide federally backed flood insurance cover- age, because flood insurance was generally unavailable from private insurance companies. The NFIP is also intended to reduce future flood losses by identifying floodprone areas and ensuring that new development in these areas is adequately protected from flood damage. The NFIP is based on an agreement between the federal government and participating communities that have been identified as floodprone. FEMA, through the Federal Insurance Administration (FIA), makes flood insurance available to the residents of a participating community provided that the community adopts and enforces adequate floodplain management regulations that meet the minimum NFIP requirements. The NFIP encourages communities to adopt floodplain manage- ment ordinances that exceed the minimum NFIP criteria. Included in the NFIP requirements, found under Title 44 of the U.S. Code of the Federal Regulations, are minimum building design and construction standards for buildings located in SFHAs. Through their floodplain manage- ment ordinances, communities adopt the NFIP design performance standards for new and sub- stantially improved buildings located in floodprone areas identified on FIA's FIRMs. Technical Bulletins This is one of a series of Technical Bulletins FEMA has produced to provide guidance concern- ing the building performance standards of the NFIP. These standards are contained in Title 44 of the U.S. Code of Federal Regulations at Section 60.3. The bulletins are intended for use prima- rily by State and local officials responsible for interpreting and enforcing NFIP regulations and by members of the development community, such as design professionals and builders. New bulletins, as well as updates of existing bulletins, are issued periodically, as necessary. The bulletins do not create regulations; rather they provide specific guidance for complying with the minimum requirements of existing NFIP regulations. Users of the Technical Bulletins who need additional guidance concerning NFIP regulatory requirements should contact the Natural Haz- ards Branch of the appropriate FEMA regional office. The "User's Guide to Technical Bulle- tins"lists the bulletins issued to date and provides a key word/subject index for the entire series. Ordering Information Copies of the Technical Bulletins can be obtained from the appropriate FEMA regional office. Technical Bulletins can also be ordered from the FEMA publications warehouse. Use of FEMA Form 60-8 will result in a more timely delivery from the warehouse—the form can be obtained from FEMA regional offices and your state's Office of Emergency Management. Send publica- tion requests to FEMA Publications, P,O. Box 70274, Washington, D.C. 20024. 14 Further Information The following publications provide further information concerning the use of flood-resistant materials: 1. "Answers to Questions About Substantially Damaged Buildings," FEMA, May 1991, FEMA-213. 2. "Floodproofing Non-Residential Structures,"FEMA, May 1986, FEMA- 102. 3. "Flood Proofing Regulations", Chapters 9 and 10, U.S. Army Corps of Engineers, March 1992, EP 1165-2-314. 4. "Flood Proofing Systems and Techniques," U.S. Army Corps of Engineers, December, 1984. 5. "Repairing Your Flooded Home," FEMA and the American Red Cross, August 1992, p g i'u FEMA-234, ARC 4477. 6. "Technical Notes for Brick Construction,"Brick Institute of America, McLean, Virginia, n.d. Glossary Base flood—The flood that has a 1-percent probability of being equaled or exceeded in any given year(also referred to as the 100-year flood). Base Flood Elevation (BFE) —The height of the base flood, usually in feet, in relation to the National Geodetic Vertical Datum of 1929 or other datum as specified. Basement—Any area of a building having its floor subgrade (below ground level) on all sides. Coastal High Hazard Area — An area of special flood hazard extending from offshore to the inland limit of a primary frontal dune along an open coast and any other area subject to high- velocity wave action from storms or seismic sources. Federal Emergency Management Agency (FEMA) —The independent federal agency that, in addition to carrying out other activities, oversees the administration of the National Flood Insur- ance Program. Federal Insurance Administration (FIA) —The component of FEMA directly responsible for administering the National Flood Insurance Program. Flood Insurance Rate Map (FIRM) —The insurance and floodplain management map issued by FEMA that identifies, on the basis of detailed or approximate analyses, areas of 100- year flood hazard in a community. Floodprone area—Any land area susceptible to being inundated by floodwater from any source. 15 �� 6 L o w e s t f l o o r T h e l o w e s t f l o o r o f t h e l o w e s t e n c l o s e d a r e a o f a b u i l d i n g , i n c l u d i n g a b a s e - m e n t . A n y N F I P - c o m p l i a n t u n f i n i s h e d o r f l o o d - r e s i s t a n t e n c l o s u r e u s e a b l e s o l e l y f o r p a r k i n g o f v e h i c l e s , b u i l d i n g a c c e s s , o r s t o r a g e ( i n a n a r e a o t h e r t h a n a b a s e m e n t ) i s n o t c o n s i d e r e d a b u i l d i n g ' s l o w e s t f l o o r . S p e c i a l F l o o d H a z a r d A r e a ( S F H A ) A r e a d e l i n e a t e d o n a F l o o d I n s u r a n c e R a t e M a p a s b e i n g s u b j e c t t o i n u n d a t i o n b y t h e b a s e f l o o d a n d d e s i g n a t e d a s Z o n e A , A E , A l - A 3 0 , A R , A O , A H , V , V E , o r V 1 - V 3 0 . S u b s t a n t i a l d a m a g e D a m a g e o f a n y o r i g i n s u s t a i n e d b y a s t r u c t u r e w h e r e b y t h e c o s t o f r e s t o r i n g t h e s t r u c t u r e t o i t s b e f o r e - d a m a g e d c o n d i t i o n w o u l d e q u a l o r e x c e e d 5 0 p e r c e n t o f t h e m a r k e t v a l u e o f t h e s t r u c t u r e b e f o r e t h e d a m a g e o c c u r r e d . S u b s t a n t i a l i m p r o v e m e n t A n y r e c o n s t r u c t i o n , r e h a b i l i t a t i o n , a d d i t i o n , o r o t h e r i m p r o v e m e n t o f a s t r u c t u r e , t h e c o s t o f w h i c h e q u a l s o r e x c e e d s 5 0 p e r c e n t o f t h e m a r k e t v a l u e o f t h e s t r u c t u r e b e f o r e t h e " s t a r t o f c o n s t r u c t i o n " o f t h e i m p r o v e m e n t . T h i s t e r m i n c l u d e s s t r u c t u r e s t h a t h a v e i n c u r r e d " s u b s t a n t i a l d a m a g e , " r e g a r d l e s s o f t h e a c t u a l r e p a i r w o r k p e r f o r m e d . 1 6 X$g0 .1/4.'2).9?) kg 01 \v .M■I HIGHWAY 80 OPs o � - - - - - - - - ,; ��� RECEIVED•TC: 8.70 \ E C POROUS PAVEMENT BC: 8.26 N\ Z MiNE TC: 8.63 r e •sed a TC: 8.43 TC: 8.6 BC: 8.12 PROPOSED 4' SIDEWALK �� o BC: 7.92 BC: 8.12 18,01' AS REQUIRED ° ` 5:ike ((xi, g -�;„ EXISTING �t-- z. i irk N EXISTING SIGN Og 0 of pret14 d ,_ _ . 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