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09-0353 Gannon
OG1W CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 07-24-2009 PERMIT#: 090353 WORK DESCRIPTION NEW RESIDENTIAL BLDG- SF WORK LOCATION 1110 SECOND AVE OWNER NAME ROBERT GANNON ADDRESS 6025 THE TWELFTH FAIRWAY CITY,ST,ZIP SUWANEE GA 30024 PHONE NUMBER CONTRACTOR NAME KONTER QUALITY HOMES ADDRESS JERRY S KONTER CITY STATE ZIP SAVANNAH GA 31406 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1649 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,124.25 PROPERTY IDENTIFICATION# PROJECT VALUATION $136,223.89 TOTAL BALANCE DUE: $6,124.25 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. r 1 Signature of Building Inspector or Authorized Agent: • A A. _ :'V P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org Q 1 Vi ail OCR1B `4. CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 12/21/09 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 #: 090353 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME ROBERT GANNON CONTACT ADDRESS 6025 THE TWELFTH FAIRWAY CONTACT CITY STATE ZIP SUWANEE GA 30024 PROPERTY ADDRESS 1110 SECOND AVE APPROVED BY: ( P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org 114t ut.41 °so CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW FEE DATE ISSUED: 12/21/09 PERMIT#: 090353 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 1110 SECOND AVE OWNER NAME ROBERT GANNON ADDRESS 6025 THE TWELFTH FAIRWAY CITY,ST,ZIP SUWANEE GA 30024 PHONE NUMBER CONTRACTOR NAME KONTER QUALITY HOMES ADDRESS JERRY S KONTER CITY STATE ZIP SAVANNAH GA 31406 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1649 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,211.75 PROPERTY IDENTIFICATION# PROJECT VALUATION $136,223.89 ENGINEERING REVIEW FEE TOTAL BALANCE DUE: $ 87.50 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: P.O.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 � E r� . davisenginc(a bellsouth.net L� ' J L INVOICE December 18, 2009 Invoice#20903702 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 1110 2nd Ave. December 18, 2009 0.5 hours Site visit and accecptance of final drainage 0.5 hours @ $175 = $87.50Due This Invoice. 9220 - 2 - 1.2.02— (-2.Z(-aq actcie._ci 4v 09 - 0353 4-0 fl. 4-o a r o�e- vv.414 BOSWELL.DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-- 6932 L AHB OS@BEL L SO UTH.NET December 17, 2009 RECEIVED Diane Otto In-0-09 Planning and Zoning Tybee Island, Georgia Re: Mark Konter Project 1110 Second Avenue Tybee Island, Georgia Diane, At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan including final stabilization. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932, fax to 897-2287 or e-mail to lahbos@bellsouth.net. Sincerely, Mark Boswell 12.-11?-0 , ema:l2d 4-0 1 ow wv- 1 . I ,......, .... , ..,, City of Tybee Island • Community Development Dept. Inspection Repcprt 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 1 Permit No, .01- ...___.-3 Date Requested Owner's Name a t:- -- Date Needed I . 1.4-N 4e- Gen,. Contractor . ' - Subcontractor _ 1 I Contact Information 44 it OW ' ' I Project Address • , • a • Ave..., 1 I ...-.,..... .......... Scope of Work a -- Date of Inspection \ 2 Inspection E. A Pass Un Fail CI Fee c S'ci r -e ( 9 Qi-C, sk. Cli 6 0 r.5' 0 Al ls. I"-A-z- 4-S --Li e-D- c..-ct_r\ -, e 14.,A.,,,-- Inspection__________________ Pass Fail 0 Fee Inspection Pass Fail 0 Fee - 1 l' 1 Inspection______________________ Pass Fall Fee 1 C.M.F. = CONCRETE MONUMENT FOUND REFERENCES; D.B. 323A-602 & M.B. 2-89 R.B.F. = 1/2" REBAR FOUND R.B.S. = 1/2" REBAR SET I.P.F. = IRON PIPE FOUND SECOND AVENUE 60' R/W C.M.F. N 22'00'00" E-- 60,00' R.B.F. -- -- - 8 89.94' L,1 62.24' .. • 120.07' N 21'53'12" E m N 21'55'13" E W S 22'00'00" W od o ROCK DRIVE o 110 U to r� �o O 1 II 1 103 Co ; ; ,i,1I1„ I ji2nd STORY PORCH f 10.43' W j W 10.30' W v) LOT 27—B o LOT 28- B LOT 29—B NEW TWO STORY +.+ 1 c FRAME RESIDENCE N 1- ON PIERS r 3 0 10.45' -o 1) c 1�AGNETIC 11 N - °� _ �i, to 10.33' _ (0 _ _ 7:: 00 Z `O ^ r 0 1-1/2" I.P.F. 60.00' -. — S 22.02'03" W R.B.F. LOT 28—A NOTE: ACCORDING TO 'FIRM' 13051COL326F DATED 9/26/08 STATE'OF GEORGIA THIS LOT IS IN AN 'AE-11' FLOOD ZONE. CHATHAM COUNTY PLAT OF LOT 28—B, WARD 3, TYBEE ISLAND, GEORGIA, KNOWN AS No. 1110 SECOND AVENUE. FOR: ROBERT W. GANNON DATE OF SURVEY: DECEMBER 16, 2009 GEORG/4 DATE OF PLAT: DECEMBER 17, 2009 �4,O∎STei'cse) SCALE: 1"= 20' ,� `; IN MY OPINION THIS PLAT IS A CORRECT ] REPRESENTATION OF THE LAND PLATTED 0' 20' 40' (11kr-Mr-AP' i E.O.C. FIELD ild4.p �AO < ERROR/POINT BERT BARRETT, JR. suR`I .� ' ADJ. METHOD NONE LAND SURVEYING, P.C. 6 BARR` E.Q.C. PLAT 1/ 65,770 145 RUNNER ROAD TOTAL STATION GEODIMETER 610 SAVANNAH, GA. 31410 (912) 897-0661 PROJECT\01666-8 12-17-09 • U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name ROBERT W.GANNON Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1110 SECOND AVENUE City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 28-B,WARD 3,TYBEE ISLAND A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude.Lat.31.99898 Long.80.84772 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 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or encfosure(s) N/A sq ft a) Square footage of attached garage NIA sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage . enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State TYBEE ISLAND,GEORGIA-135164 CHAHTHAM GA. 84.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 13051C0326 F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 11 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 89. ❑ FIS Profile ® FIRM ❑ Community Determined 0 Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVE)1988 ❑ 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-A30,AE,All,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized LOCALVertical Datum NAVD88 Conversion/Comments NONE Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)17.81 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 28.39 ®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._ ®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 and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7.9 E feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 8.5 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 7.9 ®feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. - -`' I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S.Code,Section 1001. - e• ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes 0 No ' Certifier's Name BERT B.BARRETT,JR. License Number GA.2225 ~. :. 'fiv,, r Title OWNER/PRESIDENT Company Name BERT BARRETT,JR.LAND SURVEYING,PC, Address 145 RUNNER'OAD City SAVANNAH State GA ZIP Code 31410 f t I Signature Ilk Date 12/17/09 Telephone 912-897-0661 AN tt;ATA. 111111111k. • L; FEMA Fo '' 'a '�• See reverse side for continuation. Replaces aTf)5revtdtls editions WARNING:Due to the possibility that changes may have been done to this residence after this elevation certificate was signed and dated by the surveyor,it is recommended that caution be taken in using this elevation certificate by anyone other than the person indicated in section Al. IMPORTANT: In these spaces,copy the corresponding Information from Section A. Forinuu enoe Company flee Building Street Address(Including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 1110 SECOND AVENUE City TYBEE ISLAND State GA ZIP Code 31328 Comliwfy NAM Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments 1.MAGELLAN MERIDIAN GOLD GPS UNIT USED TO OBTAIN lAT/LONG 2.THE LOWEST ELEVATION OF MACHINERY SERVICING THIS BUILDING WITHIN THE FOUNDATION WALLS IS AT 12.20'NAVD88,THIS MACHINERY IS A HEATPUMP UNIT(CONDENSER)LOCATED UNDER THE ELEVATED FLOOR. 3.TH• IS ahtT WATE- EATER AND A.0 UNIT LOCATED ON THE TOP FLOOR AT AN ELEVATION OF 28.39'NAVD88. Signa � ..!.! Date 12/17/09 dik ❑ Check here if attachments SECTION E-BUILD ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El-E5. tithe Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)Is hk6. ®feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is hl/A. ®feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is v1A. ®feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)Is N/A. ®feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is N/A. ®feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodpiain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-Issued BFE) or Zone AO must sign here. The statements le Sections A,B.and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name N/A Address N/A City N/A State GA ZIP Code N/A Signature N/A Date N/A Telephone N/A Comments N/A • Check here t f attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. 01.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-Issued BFE)or Zone AO. G3.❑ The following information(Items G409)is provided for community floodplain management purposes. G4.Permit Number 05. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued N/A N/A N/A G7. This permit has been issued for ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building:EA ®feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: N/A. ®feet ❑meters(PR)Datum 610.Community's design flood elevation N/A .0 feet ❑meters(PR)Datum Local Official's Name WA Title N/A Community Name N/A Telephone N/A Signature N/A Date N/A Comments N/A n Check here It attachment FEMA Form 81-31,Mar 09 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 1110 SECOND AVENUE 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 on the reverse. REAR VIEW FRONT VIEW III t .r r ' Vii, a - t • , _ Iii r ' .4'" o t. 1 I ■ !lip! . 1111 + ..1 1I :iI 11 y: ?ite��; 1, f, .fib. . f - - - , P Ai..:P.,r r I t. f, ,1, ,. L' `il 1Y- ''fit.. .1 • pi disisoloo •••Alt 1 II' i'i , 1 r +' 111.1 •`, qI ,1'• t ' ~' I '-,'I ,`y`is% `' ` 111111 -,�SM ,i .P N -., . y, .. -itisi Malt iku d' t t , i,\_' g`I'1 , rJ '` RIGHT SIDE VIEW LEFT SIDE VIEW L-4-41/ 6l r---0T-2. 74-:.,_c.e_)-.., • -. ...„........—_____,, ..,.....1 Zn":1,... City of Tybee Island • Community Development Dept. .,,....• ., Inspection Report .. ... ..,. 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 = Fax 912.786.9539 ii2i_______:: ,,-, -;.--,,._ - „, Permit No. ( H Li,..D:- ,) Date Requested 1 2.. i 's 1 ,,,- , \ Owner's Name ,-",., -/■ 0Q Date Needed r. i Gen. Contractor ---;''--2i.,.. L: tai: . Etubcontractor _ i , , ,- -, ,, Contact Information 0412 -5 i,.)- -3,),3 iv)j 7:1( 3(.4_1- Project Address LF il:_,__ Scope of Work 1F141 51--- Inspector ______ Date of Inspection 46.,. Inspection 7) -64.- oik L — Pass CI Fai' l Fee Inspection Pass Fail 0 Fee Inspection Pass 0 Fail C:I Fee Inspection Pass 0 Fail 0 Fee 2;1-'476 City ofiTybee island . Community Develiaproent Dept, . nspie4tion Report 7,517•- 403 illt&thsit Avki..)t PA/. 13.6i/E149; 1; Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. -0 t- Date Requested 0.3_1(4\ O / Owner's Name Date Needed _/ Gen. Contractor kroler• //0/116'5 Subcontractor Contact Information /2 ibriie1- Project Address /1 1 0 „Se' c Scope of Work t Inspector 7 i4 Date of Inspection 16104 Inspection_lj: Pass r Fee (2.4 4c7 /24--_ 7.1t: (1/‘ jittacd2t67-1104- - • /34.1trAr"f" A/4274 4.S44 •• - 6pao- ‘41‘44 /2./4 _ vis v Inspection iKi"11-.--) /4-/ Pass ca Fee eff e' Inspection Ple_Ck_ 4_. Pass Fee Inspection Pass Fail Fee ... I tz i 1 -\,j' .. ' c,) ,o,r..,''+'■ I ti City of Tybee Island • Community Development Dept. --(.::: •::;', 4 Inspection Report 403 Butler Ave. .. P.O. Box 2749 - .lrybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ....”..._,. N'kEt.111.r.r.t, Permit No. ()(-1 a:Zs:+4,-...5 Date Requested i 1 ) ; LI 01 i --4- IIVR.7. 4 lc) / Owner's Name el"-...;N:qiN)QC.:211 i Date Needed H ! b I 1://-1 rw / Gen. Contractor K-Or\..YtTETZ: --t-T,)//H7:,ubcontractor -____ j1_2(2 - Contact Information _ 1 if r` --_,: CLLia....14‘...__,./.-". - Project Address 1 1 \ O -----) 1.3K)b Scope of Work 1,-)7::::,4),..) '...*-... 1— r Inspector - 2 )61 Date of Inspection / /b ..... eN Inspection I "Fr.. .', - Pass ix Fee Inspection ___ Pass Fail 0 Fee t / //9: , 7' Inspection Pass 0 Fail 0 Fee Inspection Pass Fail Fee -, I V I it, \IC\ , \ , IX Result Report P 11/1612009 14:51 Serial No. CM35228060004 TC: 127338 Destination Start Time Time Prints Result Note Georgia Power _ 11-16 14:498 00:01:40 8g0021002 OK gy Note MIX: Timer Original.TX11CALL:OManual1TX. CSRCZeCSRC.gFWUD:FForward, PC. PPC-Fax, RLY: Relayy1, MBX: Confidentiial. RUL: Bulletin, SIP rSIPnFax.FIPADR:FIP Address Fax. I-FAX: Internet rnet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, MG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAI3 ELECTRIC_ FAX TO: Lynn Brennan Phone .o 912 3oS3--c„„,-2 Q -4►.y 3, s- z e2S Location Address: L I1 C2 Release Date: /iiicfdGj Type of Release: Temporary Permanent Subd Name: Electrician: It � " .I f(9 Electrician Phone Number: beic- Owner/Builder: �ps�— � —� �«S Phone Number: VV=VP - Location Address: Lot# Release Date- Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: -Owner/wilder: Phone Number: Location Address: Lot# Release Date: Type of Release: 'Temporary Permanent Subd Name: Electrician: EIectrician Phone Number: Owner/Bnilder: Phone Number: IL 1 011oi-, a ri �i RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 911444;45-37 Phone 912 $O' 3 0(0.2 6.qie g020 - 4 - C0.4y 30$- 2 e2S Location Address: I, n0 S!COt b nF Lot# Release Date: i►JIL,/bg Type of Release: Temporary Permanent Subd Name: Electrician: 5�t� EI Cf IC_ Electrician Phone Number: Icier/14 313-3Cvo`? OwnerBuilder: _�C) - �� 1M'�� Phone Number: C.1-1 .. ei-S&Ls 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: N o 0 r sw J 5 K � ' 9 4 - ''"k,f,' Wpy'.. 4E"4 : X',`S:.Sai4L �. 3�-{�... :Jb9- i° :4H kt;111E ine%,-.'rw. ,`, -"' ' :„;a 2. 'C+ : ,S; > it RC Imo} y fc"���`�L ' . '"`,,, '',, ; . ,.....,:-..,,, .l?''.,,>:;,,-,''-:.15„.,,%,„ "Fi'.-z-'''' Irak c iii ant,c,I co 0 ii to s I iri C .... I i1 i--1 Ferorrnance. Spray Foam and GGarir s Date: \0/t 3) Zoo\ Project Name: -cam General Contractor: y.'„civT .- Q v✓��t`y t'I6. Lot No. N /A Address: U.i\o 2,t-"> iNve u Spray Foam Specifications: Type Foam Depth Installed Project/Sales Mgr.: R-AV i5 C. t6-Cope2- Cs01/46r (et) r� Attic/Roof Deck -GYN� L -c.-5o J (Nv GE.) Phone No.: (ok t2`) Co(QO . Cocb3 Co ' Cek� Notes: Walls (k rrr G> 1 c� e. im - - - 3.5" ' 3 Sccv n r\ Dr.!Wa i l ,n sta 11 Crawl \)e-CUt`a-65 %n 44/....Q.- - -,by wrA.kks N N Other(list) N Qi t ,...,....c_:., ...r H_ ,,,,L.:.u.t.,....4 a....;,, oi,,,,...., ,.c ra.,-;;--,,a.e,..,,aw't:.n�v:Nrc�r•... ; �CI N 411 ` `, 1F 4 912-721-2001 or 866-924-2001 w. .. ` krt www.envirofoamtech.com .^_ H 1 t w °' www.icynene.com <� �► ,� o . .: s„Haw W'rp 0010$0„ ; i 0 10/13/2009 TUE 1046 FAX 912 721 2002 0001/002 FAX COVERSHEET rivircrs- (4.:,;0As-t,rin Ic mrecliracolcogites,, High Performance Spray Foam and Coatings To: From: c_voz_k-5-co(>k-kg- Fax: Pages: c\a.lek. °I5S°1 Phone: Date: 0111. 1N0 fSc‘zi jocA Re: cc: -5-siSOLA-C% 61\-re -r- r0(2- Vol-1164- Comments: • PO BOX 631 Pooler, GA 31322 1380C industrial Drive Savannah, GA 31405 Phone: 912.721.2001 Fax: 912.721.2002 www.envirofoatntech.com L_ se -'1 : . '. City of Tyrbee Island • Community Development Dept. I Z.., Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 V..:71,,• Phone 911.786.4573 ext. 114 • Fax 912.786.9539 :%'■E f I,ti 4:R I Permit No. Oq -c.) s -? _.- Date Requested 1011301 Owner's Name -P-/Ji\k) —3\ Date Needed / 10 13 I 09 1 ' Gen. Contractor____Lb_ fr__ Subcontractor I Contact Information _MMI 2C.- I 4-teLg's Project Address 1 i (0 I Scope of Work 0 ig1A) 51' 460 Inspector 1 Pi / 1 Date of Inspectio :Ps.AL, , 17 ..a ,. Inspection N,C4t21(A6.-:g 60,( 1267 iAatIL.- Pass u Si rrail 0 Fee Inspection Pass 0 Fail 0 Fee Inspection_ Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee ■ U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No.1660-0008 Federal Emergency Management Agency Expires March 31,2012 National Rood Insurance Program Important Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For insurance Cornpeny Use: Al. Building Owner's Name ROBERT W.GANNON Poky Number A2. Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAlC Number 1110 SECOND AVENUE City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 28-B,WARD 3,TYBEE ISLAND A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.31.99699 Long.80.84772 Horizontal Datum: ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. Al. Building Diagram Number 5 A8. For a building with a crawispace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or enclosure(s) g9 sq It a) Square footage of attached garage y(L sq fl b) No.of permanent flood openings in the crawispace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade NIA within 1.0 foot above adjacent grade )VLA c) Total net area of flood openings in A8.b I'/6 sq in c) Total net area of flood openings in A9.b NL,8 sq in d) Engineered flood openings? ❑ Yes 0 No d) Engineered flood openings? ❑ Yes 0 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number 132.County Name B3.State TYBEE ISLAND,GEORGIA-135164 CHAHTHAM GA. B4.Map/Panel Number B5.Suffix Be.FIRM Index B7.FIRM Panel 138.Rood 89.Base Flood Elevations)(Zone 13051C0326 F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 11 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ EIS Profile 0 FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 0 NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes 0 No Designation Date N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* 0 Building Under Construction* ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,Ali,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item Al. Use the same datum as the BFE. Benchmark Utilized I OCALVertical Datum NAVD88 Conversion/Comments t4ON Check the measurement used. a) Top of bottom floor(including basement,crawispace,or enclosure floor)17.01 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 22.39 0 feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) WA._ ISI feet ❑meters(Puerto Rico ony) d) Attached garage(top of slab) NONE._ ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building SEE.COMMENTS 0 feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7.6 C.feet 0 meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) ft2 0 feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 7.6 0 feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S.Code,Section 1001. 0 Cheek here if comments are provided on back of form_ Were latitude and longitude in Section A provided by a -4 licensed land surveyor? _ Yes ❑ No 4.9 ; '1) 0 % Certifier's Name BERT B.BARRETT,JR. License Number GA.2225 f 25 Title OWNER/PRESIDENT Company Name BERT BARRETT,JR.LAND SURVEYING,PC. 1 �1�• i i Address 5R•N • ROAD i City SAVANNAH State GA ZIP Code 31410 V w ��U „tpQ' IC:ek Signors_ • a`�1 Date 10/07/09 Telephone 912-897-0661 • RVG� , -FEMA Form 81-31,Mar 09 . See reverse side for continuation. Replaces ••s editions WARNING:Due to the possibility that changes may have been done to this residence after this elevation certificate was signed and dated by the surveyor,it is recommended that caution be taken in using this elevation certificate by anyone other than the person indicated in section Al. IMPORTANT: In these spaces,copy the corresponding information from Section A. Fotfiit,lftatrorr ConcffilW Lbw. Building treet Address(including(' ng Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. ppytyNygter 1110 SECOND AVENUE City TYBEE ISLAND State GA ZIP Code 31328 CompenyNNCfAumbir SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)buldkig owner. Comments 1.MAGELLAN MERIDIAN • •-GPS UNIT USED TO OBTAIN LAT/LONG 2.THE LOWES\E ATION OF MACHI RY SERVICING THIS BUILDING WITHIN THE FOUNDATION WALLS IS AT 28.39'NAVD 1988. Signature & Date 10/07/09 ❑ Check here if attachments SECTION E-BUILDING ATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available_ Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation Is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawispace,or enclosure)is &_9. ®feet 0 meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is N/A. ®feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with h permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation CZb in the diagrams)of the building is N.A. ®feet ❑meters 0 above or ❑below the HAG. E3. Attached garage(top of slab)is NA. ®feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 1 . ®feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-Issued or community-issued BFE) or Zone AO must sign here. The statements In Sections A,a and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name N/A Address N/A City N/A State GA ZIP Code N/A Signature N/A Date N/A Telephone N/A Comments N/A __❑Check hhere if a mends SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone A0. G3.❑ The following information(Items G4-09)is provided for community floodplain management purposes. 04.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued N/A N/A N/A G7. This permit has been issued for ❑New Construction ❑Substantial Improvement GB. Elevation of as-built lowest floor(including basement)of the building:N/A ®feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: NL ®feet ❑meters(PR)Datum G10.Community's design flood elevation N/A ®feet ❑meters(PR)Datum Local Official's Name N/A Title N/A Community Name N/A Telephone N/A Signature N/A Date N/A Comments N/A .51 Check here if attachments FEMA Form 81-31,Mar 09 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 1110 SECOND AVENUE City TYBEE ISLAND State GA ZIP Code 31328 CompanyNAIC 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 on the reverse. REAR VIEW FRONT VIE W _ i P ICs ..gfalt NOP* . -4: / F w . w { i rr . . r . — _.— Ijimit t-• 'Aiii : 111 i 'f ''''''".....t_ ------ 4 "1"/ 1 ' 1 ' 't * I! - i 4.'1' iii ' : P 200,0110i r 1 1� / '� ! �, • i f i i A 111J'' , , 4. q ‘z.., ,. t 13 . .;,. .o '). I �t 1 f..t -0 ,1.. • ' , /1'- n',...„',"., , . . k- tip_-• 1 t 6 J }fji ��f 1 X44::. _ `4}, , .______ \ .. a . / 1_,,,,,.: . marl 0 �0. 10.:1 4 " 20:9, LEFT SIDE VIEW RIGHT SIDE VIEW As- built surve y required a after Framing inspection, before Insulation and Finals. s6‘ ‘ ‘ ‘ Ito, (2) Construction Stage- For all new construction and substantial improvements,the permit holder shall provide to the Building and Zoning Department Tybee Island,Georgia an as-built certification of the regulatory floor elevation or flood-proofing level immediately after the lowest floor or flood proofing is completed. Where a structure is subject to the provisions applicable to Coastal High Hazards Areas,after placement of the lowest horizontal structural members. Any regulatory floor certification made relative to mean sea level shall be prepared by or under the direct supervision of a registered land surveyor or professional engineer and certified by same. When flood proofing is utilized for non-residential structures,said certification shall be prepared by or under the direct supervision of a professional engineer or architect and certified by same. Any work undertaken prior to submission of these certifications shall be at the permit holder's risk_ The Building and Zoning Department Tybee Island,Georgia shall review the above referenced certification data submitted. Deficiencies detected by such review shall be corrected by the permit holder immediately and prior to further progressive work being allowed to proceed. Failure to submit certification or failure to make said corrections required hereby,shall be cause to issue a stop-work order for the project. i ( . .. .•., ' yaee Islam - Community Development Dept. ..r r4/0 t Inspection Rep +ir ' 4 Tybee Islam, 1u. 8 .»arsa Phone a.78 4573 ext. 114 . Fax 31 .7 G.3 a. .:.:'~,df 4 Permit No. C.-°' r Date Requested Owner's Name �-� � a � ,�. Date Needed 1 Gen. Contractor 4- ° s Contact Information /1441?- 3 / - YeLc_____ Project Address _l/k9 „rte u, Scope of Work "� I Inspector Date of Ins ecti 1 F-E").LI._._'_2.._______ _____ r tr, Pass ill Fee Off" _„,,Z) j5P —QAT\ N,)(-z-i li'-:"672. )1-4:-a1721) I\-)"4-. -5 T a—S 1 QASe I I f3s� � titB F7 1 . 9 Pass [2( Fai Fee Inspection__ _------- . Pass 0 Fail 0 Fee----- Inspection -------------__ ____ __------___._ Pass Fail Fee r-_- / !fir vi{ `_�- ' c l r,;;,} 'i o `"�y/ C,� - 1 ' `,, 1/ if) t.. __ z,... r ArEO t)(S i, A.1 C:r."*. irt1.3'. 130 i I + •■• if;' )FC'l I City of Tybee Island - Community Development Dept. y* ', t Mr17.11*.- Inspection Report :a: . u .' 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 ! -,. : ,, • Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ..........._ 1 :%.bErdl.r..i-Ex Permit No. .0 :. 0,c,..3 Date Requested /-1 /0 / ' iOwner's Name 4-4,190fr - Date Needed __ 42/ZZ)/:-L_.__ Gen. Contractor it, 00}-M Subcontractor ........ Contact Information Project Address 00 Scope of Work Inspector I/4 Date of Inspection /0 .e.?(/ ,,,..., ' SI Inspection_ //n - Pass 0 Fail Wi Fee I i}2,e-2or4. T.-1- 01 ix--; 124r-14.'42 ".nrc-,5 li1Z.i2it 1 -144(4 i c-ittv- - 'FA A414-0a061-1 (4441 " rc..t3is-1,434--lieS 1046 G.51.1,Li,1 , 1 / _ 7 r li 1 ?f-if,)i.E.Afatioos.6 r, rat647---- i-,..-Ii26, ifr.r.-;:i., a/Qv 1 ,..,,,,,e uisiz. ii,F6 /ns peZa n PP.-0.0)/)1E, bOC, . F-02 41)347 "Y-T''.- al mil .e .5,S-ii) LA11 (an,•?... -1-)71DV)i2- I . 4-FITT"\7/ 6.,\,.." ( 0 1 umi.dif 0,),-.)64:ii-ID--(4., DOOTC... Inspection Pass 0 Fail 0 Fee - , Inspection _ ________ Pass Fail Fee Vre,J-115 Faec:)., '464 A. ---', 7 ,, ,a, 4 f.-14 2f) AC4... ---' /--'] ja--tt. 4 " i,..,4,-. ----- -- - --- ---- - q J , i----.. _.; 1'.1*...,‘:'/I,t 0 City of Tybee Island • Community Development Dept. ,..•• - -.,.- •• — Inspection Report gir7,,-,:,,,. 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 .-'1' .l:■;C.;of Phone 912.786.4573 ext. 114 • Fax 912.786.9539 0.--, / .7 Permit No. :* Date Requested _ , . Ar Owner's Name. ___,./. 0 Date Needed 0 / Gen. Contractor 1 - Subcontractor Contact Information Ilk _ "- - - Project Address / /10 Scope of Work ___ e N k-S' Inspector /7F1 _ . Date of Inspection „gear , - 4 xnspecnon W.,\ _ Pass Mil Fail 0 Fee' ii.)0-11t, - fzItiltelf-4‘ 7:) x C, ,,) Ic-_): tik) PielEA Inspection 111Z 1 ...... Pass Ea''' Fa Fee .... \ 1 \i"-I f)1614 105441 . / ...7,,- 3C1-:1.4 1-01-14-. -1-4' 4- -1-'4,:,Ol. 16 V /I (3.' S \ I , , , ) Inspection 1:7.-1-2.".( -- Pass Er---Fa Fee Inspection i_ Pass Fail Fee ..,z) . i 1;11)‘:FrL.... 441 jc-- — ,....... , Lic... i . (..,■•■.110° ■-_-—__- ■--__. .____■■-__ ,__—-- — -_ ,____ ,__ __ --,--____. ,__— —__ .--__. .--- --- .---. .----.--_—___ —_-_,-- .— ,____ ( 1 Sc . ...../ I • • ;;I•210 I ti City of Tybee Island - Community Development Dept- - Inspection Report -; ' 4 403 Butler Ave. • P.O. Box 2749 = Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 - Fax 912.786.939 `-:.,•1..;0.. fv;i:-f:67-f5 i Permit No. 1)C1 - C- 353 Date Requested 2 Owner's Name (/),.-1:...,, ,,,) Date Needed Gen. Contractor )tc..,,-.Ae r- Subcontractor Contact Information 1(... e_N A.)1At'\ Q.c.A r Project Address Scope of Work K.)(_(__) c -I-7 . . : __, ,f) Inspector --Iri Date of Inspection - 61/2(c--Aq r , 91 plb, ' , . Fail fAk ,, Inspection \I c_.) , c jogo_tl-j Pass Fail -1,2 4),)ible 1-1516-7,F-Ab , 44,41ei )X. I, ire:47'4E *-71e, -,0 j " 00 ii,'• / 1 ......- i s Ti21..x.)1 biZ D.A)V --rit'-.7 , ,\17,--)a-41 )'r) ''.:;444 , c)I,i Pei( -prATE.44-zi itib,‘,--..s =-1 Ar..Y? 7), it(4-4t, . c---- Inspection, Pass Fail 0 Fee ,,/ , -• i/ , Inspection Pass Fail 0 Fee _______ Inspection Pass Fail Fee ------ 1 1 , - ( , p #, e; 14 t{g City of Tybee Island • Community Development&apt. • ., .. • .., , Inspection Report 403 Butler Ave, • P.O. Box 2749 - 'Tybee Island, GA 31328 Phone 912.780.4573 ext. 114 - Fax 912.786.95 .1 ,..- Permit No. ______01_,- 0 ,n ::". Date Requested q_ I --1_ 05' ,....„ Owner's Name k a n in 0 rTh Date Needed q - ---, Gen. Contractor K i) v--\4-Q_r Subcontractor Contact Information Mai-- 3 4 Project Address I 1 ifl___Seci _LLe...„_________ Scope of Work If\0 1 J Inspector -lig A Date of Inspection A% , • 1-'7 .. Inspectioni -im a 44r""\ Pass II Falai Fee r , . 1 .. Inspection Pass Fail 0 Fee I Inspection Pass Fail El Fee 7ection ___ Pass Fail Fee L ‘• City of Tybee Island • Community Development Dept. Inspection Report yi# 403 Butler Ave. • P.O. Box 2149 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No,. 09-0 35 Date Requested q 1 Oq Owner's Name .4,- /kb Date Needed /di Gen. Contractor Subcontractor Contact Information /Ze.,„„ Project Address I 1112.___342 ,),L._ (Jai- Scope of Work kt-C.3) 44- Inspector /7/62 Date of Inspection , ? Inspection Zeit€ )46 Ailr Fad IL° Fee Inspecior Pass Fail Fee Inspection Pass Fail 0 Fee N Inspection Pass Fail Fee A 1 - 1 . , I.:,„ City of'Tybee Island - Community trukwaiopment Dopt-,. ;.;•,-••• • .+'.... Inspection Report witisfi 403 Butler Ave. - P.O Box 2749 • Tybee Island, GA 31322 ........yiiin Phone 912.786.4573 ext. 114 - Fax 912.786.9539 ._ . 12-1./.1 -,-.1, 4...,:472 / fermit No. -( ,, ,, Date Requested _ 13wner's Name i / Date Needed . i en‘., Contractor ontact Information . 1roject Address I I 1 -) t_-->TE-_6/:ON) 4,07-&.._. , 3(-1 i - LI 66 cope of Work iTE4,13 SP' ,., /,/ .,- / 4/ ,- inspector —2 ' 1 _ Date of Inspection/ (C:49 „i/X/ _ ________ ,,, s -/ / nspection l'i 1--7:1- ----- Pass Ezi ---- i E3 Fee I 5 S., ;--E7R1('.... I nspectioki Pass Fail (-2 Fee nspection Pass Fail E3 Fee nspection_ Pass 0 Fail Fee_, , 1,r . - larat f;-!;• City of Tybee Island • Community Development Dept. vryirs Inspection Report „ - 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 f . Phone 912.786 4573 ext. 114 • Fax 912.786.9539 Permit No Date Requested (.4' I / Owner's Name Date Needed 121 Gen. Contractor _pk--2)6 1Z Subcontractor Contact Information I/ 147-L. 3 - Project Address 111 D 1pfij- Scope of Work 6-eA.A1/4.) Inspector /2/ 6 Date of Inspect' , Inspection_ AP Pass re all Fee eP%so Inspection Pass Fee LI oi 11/436 ‘"R) •3 TEI /C-- vitt-rt4 3)3-3607 Inspection Pass fl Fail Fee Inspection Pass Fail Fee Or& 410 WF \i Ft \ RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-12=944z3:5-37 Phone 912aP 3 (0- 2!oyto 306-2�S'oS 06-41y 3o - 2 to.S Location Address: I 1 iL)b )1 J,ot# Release Date: b/oq Type of Release: Temporary Permanent Subd Name: Electrician: Li 0 I Electrician Phone Number: 313-3607 Owner/Builder: - (1VIE Phone Number: 541- 4-$ m 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: IX Result Report P 1 08/07/2009 11:19 Serial N0. CM35228060004 TC: 102750 Destination Start Time Time Prints Result Note Georgia Power gg08-07 11:18 00:00:47 Original 001/001 OK gg Note MIX:: Double-SidedaBindingADirectioon. TX. Specialsorigginal, FCODE: F-code, RTX: Re-TX . RLV: Relay. HBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOUR:Receiving length Over, POWER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNA73 ELECTRIC_FAX TO: Lynn 13x-enema 9 phoae 912 03 6-Z�oS $a<e-ate 444, Ccx:44.1 3' -/��s�2S Location Address: /� _ Ai, — 'F----�11 mot# Release Date: T3�/o Type ��- of Release: Temporary Permanent Subd Name: Electrician: t L1 1 t�L-� } � Electrician Phone Number: � L Owner/Builder: Phone NU/saber: ,44-4-[- 4•-B Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: -Owner/13uileler: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Dianne Otto 0 5,a)SAi'' From: davisenginc @bellsouth.net 0 353 Sent: Wednesday, August 05, 2009 8:47 AM To: Dianne Otto Subject: Re: 1110 Second Ave. Yes Sent on the Now Network from my Sprint® BlackBerry From: Dianne Otto Date: Tue, 4 Aug 2009 10:33:05 -0400 To: 'davisenginc @bellsouth.net'<davisenginc @bellsouth.net> Subject: FW: 1110 Second Ave. Downer, Mark Konter left another voicemail. Is 1110 Second Avenue good? Dianne Otto, CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 From: Dianne Otto Sent: Monday, August 03, 2009 11:58 AM To: 'davisenginc @bellsouth.net Subject: FW: 1110 Second Ave. Downer, Have you inspected 1110 Second Avenue? Mark Konter(341-4865) left a voicemail asking about it. Let me know. Thank you, Thanks, Dianne Otto, CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 From: Dianne Otto Sent: Friday, July 31, 2009 12:05 PM To: 'davisenginc @bellsouth.net Subject: 1110 Second Ave. Downer, Mark Konter called and said 1110 Second Avenue is ready for inspection of the soil cloth, etc. Let me know the results of the inspection. Thank you, 1 C�FOR(IA 5011.AND WAl Fk (ONSFRVA110N(.OMMISSION Mark S Konter Level IA Certified Personnel CERTIFICATION NUMBER Issueo: 05/01/2008 EXPIRES: 05/01/2011 D9 -0z 3 it � � S-ee,z d A1/4/ . y , CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT t A, ..-''2 sets of budding plans 4.71 copy of survey showing • ev /ground elevations&flood zone D -®5 4 ■ $250 plan deposit TutlOee Location: I I I O dec d ANie, ,9$)6 (mod. T b IN # L4 - oto(o-,o-ON NAME ADDRESS TELEPHONE 'Robert Go0,5 The Teel 44.1 'vectirtocui Owner 6okrt ee , C9W 3ooa+ Architect Wi lSo (a N. S £f. al0, IILM''70)1 • or Engineer kocarts l G 3(3 Building K. }HH,yes e a� Ca ''.erc�e K�Ia Contractor D on'Cey &Ai. PS c5OuJoiRACtit, 6w_ blkfao UZI3 .q311-t (Check all that apply) New Construction Residential I Other -. Single Family • Duplex ' Multi-Family Commercial Details of Project: 0,Ie 'TQr4I h t áu.)e( ti J g Estimated Cost of Construction: $ ,DO 1 3(o�2.. 3 . 3 1 ,..4,. :i*Ii---- Construction Type I (Enter appropriate number) (I) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: 6(1Ie -Faro li J (l u ((i Y Remarks: J ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units I # Bedrooms 3 # Bathrooms c2rbZ Lot Area K)( 71. Living space (total sq. ft.)I(p # Off-street parking spaces 4 Trees located & listed on site plan J Access: J Driveway 45 if (ft.) With culvert? /s3O With swale? A.'0 Setbacks: Front D' Rear /0' Sides (L) /0' (R) 01 # Stories I `f Heightt (! 14 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 T c 1S On-site waste and debris containers will be provided by J '10 "te, liakbte, Construction debris will be disposed by 11)0 e, tAAVeby means of D d Catki.;(1e✓ 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 as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of dra' -;e of this property so th.t surrounding property is in no way adversely affected. 1 accept resp• sibili for any cyjective o that may be necessary to restore drainage impaired by this perm.' ed coi truction. Date: .4f2-3/oer Signature of Applicant: A._IL_ Note: A permit normally takes 7 to 10 business days to process. The following is to be completed by City personnel: 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 finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: ig s e Date FEES Zoning Administrator Permit (PS 3 Code Enforcement Officer �r/rA e it , ' Inspections 31 / Water/Sewer , , Water Tap GO 0 Storm/Drainage Orr �r pm, Sewer Stub (070 Inspections 1 Aid to Const. / (.47 City Manager CC Recovery 200 3 e.\1t c\4_ g 3 3 2 so ,J, P e s,`� °WQ.., 131.25 TOTAL tpi 24.7S VQtU e- 12 31 Lo °7 S CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 3[328 PHONE (912) 786-4573 FAX (912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. C n 1 u Location of Work: M�ID �eC ✓� 9$ Ward 1 J )`1^ I Owner's Name: o€.(4" (�Oinn of Address: I l t e .t7'ld ' Contractor's Name: .,1 K, 1--icr ytes Ti' t3 db Gocij(4<3 How5 This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner/contractor) agree to construct/place the equipment above or up to the required finished floor elevation, which is stated below. I I BFE Acki e em_ed and agreed to this , 3 day of V , 20 . �_LL /slim 9wner/Contractor Signature Owner/Contractor Printed Name 06/18/2009 11: 00 7706146394 THE UPS STORE 3257 PAGE 02/03 CITY OF"l"YBP.P. ISLAND l 1J1LI ING &ZONING DEPARTMENT Temporary ILetrical Service Affidavit 1 Location of W ork.: j _a_1_ W ai 1 -1'S 4 lard t_. Owner's Name: _kobei rAVn . .. Address: 1 i1{ c en �.._: Contractor's Name: • I._.. r f VLe .... dock, Kontef_ i',.. 1 _„44Hotycc5 This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment inStallecl within the structure." It is unclet'goed and agreed by the undersigned that the issuance of tempomn y power DOES NOT constitute the approval to occupy the structures, A Certificate,of Occupancy must be issued by the City of Tybee Island prior to the structLIre being occupied. The owner/Contractor IS hereby held responsible for any violations to this policy.A violation of this polio 1; result in discontintianoe ot'tite elccTricatt service. • 41 .14, i IliriL,47Loctiv\—__ .„. - .222/1, . Ow • • s Signature Date • Clrh er's Prig eel Name �Co 'rector Signature Date Contractor's Printed Nan e — Witness's Signature I bait. witness's Printed Name 80/t' 30dd S INVdL1O eIaLN©?i TT90Z9EZT6 65=0T 680Z/8T/90 06/15/2009 11:00 7706146394 THE UPS STORE 3257 PAGE 03/03 STATE 17,NERGY CODP A iTIIDAVIT Location of Work; Lot 'p," f Waird Owners Name: _Rapt 6ciyin p Address; • O atar0 Aienue lll Contractor's Name: liKt tt c ee Tina X100 Kwrer k)0A, 4Q! e6 This letter is to confirm the understanding of the nwnet /contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2000 Edition, hereby declare that the design and Construction of the above referenced project is in compliance with the Georgia State Energy Code for Eittildings,2000 Edition. It is understood and agreed by the undersigned owner of agent and contractor(if applicable)that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application.The owner as listed above will he held responsible for insuring that all permits have been obtained and that all required inspections have been made.The owner will be held legally liable for any violations which may occur with or without his knowledge,The owner shall be allowed to request a Certificate ol'Occupancy when all inspections have been approved. — A V/y 6 7 Q` is Signature Date gowi- Ownersi.iLi'inte /Nagle ./(:.41; C//ili '■ntractur'S Signature Date },K,Homes airome 5. +t'' 7 Contractor's Printed Name 50/510 3Sad S3TNddHOD toiN0y1 St90i;9EZT6 sat '690i;/9T/se ill.c 1bZ CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: x-0'1 c9,tb , Ward 3 7 Dee Island Owner's Name: RoVx t 60..rivlVI Address: l 1 )0 S e.OY1d AVe,,i je, Contractor's Name: J. K. tIb OAR'S y d-beL M-f e' 60a.ii/ elnie5 List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company Lt\ilf POWeir Business Type 61eetilea.i, Address ?D. V01C IL-kotAi 314a0 License Number 00Ra41 Contact Person I' S in, Phone Number 313 .3(e07 2. Company Plo-iJ Teem , I 1 Business Type PLI".101(161) Address 159,' &II License Number CO 5 gitt Contact Person Nnn e.il_p, PO(j fIe,L Phone Number I • aQ19 3. Company 0zill 3t.k- i i t ( Business Type uW 50I(�,�'i 09 Address �j(I•�} e, ��1 ��jry.J�...JJJ ✓�,� G(( 6�Liccense Number OD 1 J 31460 Contact Person 1O�j rb t-�-j 1 Phone Number �a1 '(40j_ c 4. Company ' /�� , p Y �� l l AC Business Type �' 1►'� ,,l�j■I �pv�Ut IDV11 9 Address 101 Cevltc -inCfiibn P• License Number Cki 9,0i:91-17 C r9 e 444/ 3�4�5 J Contact Person pry_ fu Phone Number A:1"✓• (016¢Y 5. Company SO(� 1 -I'erv\ 1/oil) Business Type l_1 < Yp � CL`•�q Inane./(a�iv� Address r� Q, 6��. (Q40 3(3a. License Number JJ Contact Person Phone Number (-134'4513 Attach additional sheets if needed. CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: 9 Yb 1 W li d J-kind Owner's Name: Rot J 6 Q.nyi vt ov Address: < <I &16y1d ✓ `VenJe Contractor's Name: Jk- N& wC3 44/'f? 1393Pq te( Ndvtites List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company 0,0[)e{ Business Type -FIC:06 Address P. v . 3101 510License Number 0c9s-5a .(6 Contact Person HDffmQY1 Phone Number . 0 5), 2. Company CD\Die{ 121)0 611 Business Type Poor Address 432,- IJ Mao all)t eLicense Number O 1 o 1 3 9 Contact Person 6Id 6(,1/er Phone Number 0 •,9,QQ`6 3. Company \IC6teS IC7 Business Type Terra,. ),id Address � U. &Y. A3313 31413 License Number Contact Person Phone Number 62 .qto 4. Company Business Type Address License Number Contact Person Phone Number 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. REFERENCES; D.B. 323A-602 & M.B. 2-89 /� S 0 ' A EN E EN • I' /W �A5 co. co- EDGE OF ASPHALT PAVEMENT " "-, 1.`, " �� co. GRAVEL O x WIDTH VARIES- x� BENCHMARK x H, TOP OF C.M.F. 22" OAK '\ x EL. 7.39 NAVD 88 x ®TWIN 22"& 24" OAK . '\• 24" OAK a '°-'-.;:;14' 2--: R.B.S. 89.94' 62.24' » � �» .00' � 120.07' � N 22'00 00 E 6 .00 LL N 21°53'12" E li N 21°55'13" E W S 22°00'00" W TWIN 14"& 18" OAK d \ in GRRUEt,DRIVE,,;;: N ^' . wIDTH VARIES (L . . �I� p O GRAVEL WALK P LM i•� 1 03 20' FRONT SETBACK LINE I . Q CD o oil ■= _eF _■ l W 0 oy,�, I f CC o a o I R?�o b •Q ,b4.)�' x W � I— LOT 27—B i s a a 1 LOT 29—B PROPOSED RESIDENCE u) \l/....W FFE= 18.69' AMSL PAL °'%\ N oa a a ■ r- 16" •,; E• a 2 00 n a Z 10' REAR SETBACK /14' PIMy N 4) P `L .> IT PINE 1 r I-1/2" I.P.F. 60.00'— — — S 2202'03" W R.B.F. C.M.F. = CONCRETE MONUMENT FOUND R.B.F. = 1/2" REBAR FOUND LOT 28—A R.B.S. = 1/2 REBAR SET I.P.F. = IRON PIPE FOUND STATE OF GEORGIA NOTE: ACCORDING TO 'FIRM' 13051COL326F DATED 9/26/08 CHATHAM COUNTY THIS LOT IS IN AN 'AE-11' FLOOD ZONE. PLAT OF LOT 28—B, WARD 3, TYBEE ISLAND, GEORGIA, KNOWN AS No. 1110 SECOND AVENUE. P.I.N. 4-0006-20-004 FOR: ROBERT W. GANNON THE ORIGINAL OF THIS DOCUMENT WAS SEALED AND SIGNED BY BERT B. BARRETT, JR. R.L.S. 2225 ON 6/03/09 DATE OF SURVEY: JUNE 3, 2009 AND THIS REPRODUCTION IS NOT A CERTIFIED DOCUMENT DATE OF PLAT: JUNE 3, 2009 SCALE: 1"= 20' IN MY OPINION THIS PLAT IS A CORRECT 0' 20' 40' REPRESENTATION OF THE LAND PLATTED E.O.C. FIELD < ERROR/POINT BERT BARRETT, JR. ADJ. METHOD NONE LAND SURVEYING, P.C. E.O.C. PLAT 1/ 65,770 145 RUNNER ROAD TOTAL STATION GEODIMETER 610 SAVANNAH, GA. 31410 (912) 897-0661 PROJECT\01666 6-3-09 (F.B. 016-66) 07/22/2809 10:41 91235206' KONTER COMPANIES PAGE 04/04 ro8PORT CITY DESIGN GROUPLLC 6-6-N E N G I N E E I S July 21, 2009 Mr. Jerry Konter Konter Quality Homes 22 Commerce Place Savannah, GA 31406 RE: The Cottage Collection Dear Mr. Konter: This letter shall serve as verification that the following structural drawings prepared by Port City Design Group, LLC shall be used in conjunction with construction documents bearing the same cottage name as prepared by Wilson Roberts, Residential Designers, Inc.: The Cumberland The Edisto The Kiawah The Sapelo The Seabrook Should you have any questions do not hesitate to call. .19,NJ�11ktR�'MN y VY P �.' • 9. f P ' . '4l(, Tr . . N GROUP, LLC „ .t lip.E. 7393 Hodgson Memorial Drive• Suite 200-Savannah,Georgia 31486-912,927.1485(office)912,920.2729(fax) REScheck Software Version 4.1.3 Compliance Certificate Project Title: The Cumberland Cottage Report Date: 06/22/09 Data filename: U:\Check\Check\REScheck\cumberland.rck Energy Code: Georgia Residential Code Location: Savannah, Georgia Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 1847 Construction Site: Owner/Agent: Designer/Contractor: Lot 28B,Ward 3 Tybee Island Jerry Konter Wilson Roberts 1110 Second Avenue J K Homes,Inc.d/b/a Konter Quality Wilson Roberts Residential Designs Tybee Island,GA Homes 112 N Rogers Street 22 Commernce Plane Pooler,GA 31322 savannah,GA 31406 912-748-7639 912-354-9315 wrdsgn @comcast.net jkonter@konterhomes.com ,�rriplianee.passes Compliance:22.6%Better Than Code Maximum UA:566 Your UA:438 Maximum SHGC:0.40 Your SHGC:0.30 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 81 0.0 30.0 3 Ceiling 2:Flat Ceiling or Scissor Truss 1225 0.0 30.0 38 Wall 1:Wood Frame, 16"o.c. 1308 0.0 13.0 126 Wall 2:Wood Frame, 16"o.c. 1242 0.0 13.0 89 Window 1: Metal Frame:Double Pane with Low-E 116 0.640 74 SHGC:0.32 Window 2:Metal Frame:Double Pane with Low-E 120 0.640 77 SHGC:0.32 Door 1:Glass 74 0.420 31 SHGC:0.25 Heat Pump 1:Air Source7.7 HSPF,13 SEER Air Conditioner 1:Electric Central Air13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Georgia Residential Code requirements in REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.Load calculations for purposes of sizing heating and cooling equipment are required. Name-Title Signature Date Minimum R-Value Requirements: Basement and Crawl Walls R-5 Attic Kneewall R-19 Wall Cavity R-11 Mass Walls R-5 Roof/Ceiling R-19 Floors over unheated space R-11 Maximum U-Factor Requirements: Window Glazing(glass doors excluded) U-Factor=0.65 Project Title: The Cumberland Cottage Report date: 06/22/09 Data filename: U:\Check\Check\REScheck\cumberland.rck Page 1 of 4 167(1 REScheck Software Version 4.t3 Inspection Checklist Date: 06/22/09 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 continuous insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-13.0 continuous insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-13.0 continuous insulation Comments: Windows: ❑ Window 1: Metal Frame:Double Pane with Low-E,U-factor:0.640 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Metal Frame:Double Pane with Low-E,U-factor:0.640 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.420 Comments: Heating and Cooling Equipment: ❑ Heat Pump 1:Air Source:7.7 HSPF, 13 SEER or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 13 SEER or higher Make and Model Number: Solar Heat Gain Coefficient: ❑ The area-weighted average Solar Heat Gain Coefficient(SHGC)of all glazing cannot exceed 0.4.SHGC values are determined in accordance with the NFRC test procedure or taken from the default table. Decorative Glazing Exemption: ❑ It is permissible to omit from this report a cumulative decorative glazing area less than or equal to 16 sq.ft.(5%of 310 sq.ft.total glazing fenestration area). Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights below an unconditioned attic are air tight and Type IC-rated. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Project Title: The Cumberland Cottage Report date: 06/22/09 Data filename: U:\Check\Check\REScheck\cumberland.rck Page 2 of 4 D Insulation R-values and glazing,''`actors are clearly marked on the building plans or spv '`cations. • Insulation is installed according ,ianufacturer's instructions,in substantial contact wits. .e surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-8.0. Duct Construction: ❑ All ducts are sealed with mastic and fibrous backing tape.Pressure-sensitive tape may be used for fibrous ducts.Duct tape is not permitted. • The HVAC system provides a means for balancing air and water systems. Temperature Controls: • Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: • Load calculations for purposes of sizing heating and cooling equipment are provided. Circulating Hot Water Systems: • Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: • All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: Li HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: The Cumberland Cottage Report date: 06/22/09 Data filename: U:\Check\Check\REScheck\cumberland.rck Page 3 of 4 0 F •MAYOR ' ta �C4�. CITY MANAGER Jason Buelterman Diane Schleicher CITY COUNCIL CLERK OF COUNC1 Wanda Doyle,Mayor Pro Tern Vivian Woods Charlie R.Brewer Barry Brown CITY ATTORNEY Edward M.Hugh es Eddie Crone , . Dick Smithy t �5 Paul Wolff ""u> (*1 CITY OF TYBEE ISLAND r 31 FAX TRANSMITTAL SHEET Date: t2F Number of Pages Including Cover Sheet: To: ,11/f/10L 4131-6Z Company Name: Fax Number: 3 -Z- D6 if From: 7 &7 � Title: / //Li Phone Number: Comments: �Lf r^ti -O $5 S -�vG� & / I vu//iA)6/� , 2mi �� - /s c.41 - / .."44- if `'S of A �) 7 . * . P 0.Box 2749.403 Bullet Avenue,Tybee Island,Georgia 31328-2749 :CAnified City as (912)786-4573 -FAX(912)786-5737 Edina www.cityoftybee.org o e .zit,Frio,$ 8' RfECEEVE�ep are - .�► , W -+ MEMORANDUM 0; a) •* ,,;, ,t * 0'4" 774,Q, ORGY DATE: April 2, 2007 TO: All Code Tnspectors FROM: Clifford A.Bascombe SUBJECT: Foundations at Tybee For your information we will enforce the following for foundations at Tybee: A. For interior piers the foundation will be 3 feet by 3 feet,with concrete being 20 inches thick and the bottom of the concrete must be 36 inches below grade. B. Footings for stem wall footing will be 20 inches wide by 20 inches thick with the bottom of the concrete 24 inches below grade. C. Monolithic slabs will be 20 inches wide by 24 inches thick minimum with the bottom of the concrete 24 inches below grade. /1ncf cr'. T ,:LStra);. •. 12" x 16" or I I.I 6" `x 16" Conch re Masonry RsfnforrinI Block Rods • 1 0 - Gramk f i 4 R sin fort»d '1 1 1..m+ 1 L 7�" I• Poring . L_ ! J-�' / 12" 3 6" ---7-'—`1_-..T" k i I 1 `� �� i ��� 6" x 36" CONCRETE MASONRY UNIT PIERS REINFORCING RE CUIREiENr '' ' 100 !. 7'CIR 10'CLR 12'CLR 12" x 16" 4-18 4-111 �... 8-17 16" x 16 4-18 8-110 8-17 12-Ix 16" CPU PIER 16" x 16" CMJ PIER 7'CLR 10'0R 12'CIR 7'CLR 10'CLR 12'CLR 12T @ 12" 12T @ 6" 12T @ 6" 12T @ 12" 12T @ 12" 12T @ 6" CMJ PIER TYPES I2"OR 12'OR 161 i • Y K ,r • a ALT. 135'1{R. 4 EARS 6 BARS 12 BARS I TIE 1 TIE 2TIES ..;e.,, t HAIRPIN FILL I2Ix 16+AND I6'x 16n CELL':`WITH 2600 PSI CONCRETE TX Result Report P 04/28/2004 08:11 Serial No. CM35228060004 TC: 66344 Destination Start Time Time Prints Result Note 3520611 gg04-28 08:10 00:00:57 003/003 OK gg Size Note BHD: D uble-SidedaBindingADirection, SP: SpecialSori9inal�FFCODE: F-code. RTX: Re-TX. RLY: Relay MBX: Confidential. BUL: Bulletin, SIP: SIP Fax. IPADR: IP Address Fax. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, Pw-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOUR:Receiuing length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. nEtualtarmau ,. _ : _ die CITY MANAGER Diana Su/alai-char CITY COI)NCII. f7 Wanda D03,40,Mayor Pro Teal _ CLERK OF COil1NTC] Charlie A.Brewar ,.-- - `� Vivian Woods Barry Brown {,\ Eatlia Crone CITY ATTORNEY Dicic Smith WCOP Edward M.Hughcs Paul Wolff' CITY OF TYEEE ISLAND FAX TRA ioTSIVIITTAL SHF,ET Date: �ae7‘ Number of Pages Including Cover Sheet: Company Name: Fax Number.: ���Z - Oro// l Title: he Number: ! )C"T/ /l' f Comments: J n. > 7.a.r4o ?� _ /5 ��! -- 1 r i � ,.s �3rc oaf C3.Box 2749-403 Basler Avenue.7y.Dee island. �i4 * yr a 3 1328-2749 (9 t2)786-4573-FAX(912)7116-5737 � Irj wvwsityoRyeee_or� DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisencgincAbellsouth.net INVOICE June 30, 2009 Invoice#20903701 Diane Otto City of Tybee Island RECEIVED P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 11102nd Ave. June 30, 2009 0.75 hours Site visit and plan review 0.75 hours @ $17f= $131.25 Total Due This Invoice. L. g ±-b -3o-o 9 3 0 r 9 09 - a3c3 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisengincCa bellsouth.net June 30, 2009 RECEIVED Diane Otto, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: 1110 2nd Ave. Dear Mrs. Otto: I have reviewed the plan for the above referenced site by Boswell Design Service, Inc. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. The proposed route for the silt fencing and the side swales conflicts with perimeter trees, particularly the twin 22"&24" oak in the City's R.O.W. near the NW corner of this site. There is over 1' of cut proposed within 4' of that twin oak. There is adequate room on this lot to accommodate the proposed drainage swales (with erosion protection measures) and the existing trees. If the City requires these trees be protected, I am agreeable to a site meeting with the Owner's on site representative and your office. Necessary modifications to accommodate drainage while protecting the existing trees could be signed off as a field change if that is acceptable to the City. I believe the north side swale flowing west to the front can be easily routed further to the south, even across the proposed driveway. Based on the above condition, within the scope of my design review, to the best of my knowledge and belief, it is my opinion that the drainage design shown on the above referenced plan meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, /-d4.1"—X 4.*:// Downer K. Davis, Jr., P.E. President 2090370B 9 _C a k•-ecl 0 a L042_1( HYDROLOGY REPORT FOR 1110 Second Avenue Tybee Island, Georgia FOR Mark Konter 22 Commerce Place Savannah, Georgia 31406 June, 2009 Gas ERF !!+ i% • o.2:372 V PROFESSIO L 'O, FNcllvti�� % lkk\,\ ■BC) BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-yB97-6932 1f�9 ETS1c . BELLSOUTH_NET LeRLOYI HYDROLOGY REPORT For 1110 2 nd Avenue Tybee Island, Georgia PROJECT DESCRIPTION The existing site is vacant with a few trees and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project will be the construction of a new residential structure and will have grading and utilities. The new project will not require detention because it is a residential structure. The total site is approximately 0.11 acres with the disturbed area being approximately 0.08 acres. The soils in this area have been classified by the Soil Conservation Service as being CuC (Chipley Urban Complex}. PRE DEVELOPMENT SITE CONDITIONS The existing site contains 1 drainage area which drains predominantly to the west to the existing 2 nd Avenue right-of-way and drainage system. POSDT DEVELOPMENT SITE CONDITIONS The proposed project will contain 2 drainage areas which are formed by the roof slope of the new structure and two new swales to direct storm water. Both new drainage areas direct storm run off to the west to the existing 2 nd Avenue right-of-way and drainage system. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre-development and post-development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: PRE-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POST-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE-DEVELOPMENT SLOPE = 2 % POST DEVELOPMENT SLOPE = 2 % TIME OF CONCENTRATION PRE-DEVELOPMENT = SEE HYDROGRAPHS TIME OF CONCENTRATION POST-DEVELOPMENT = SEE HYDROGRAPHS The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff,which is encountered due to new impervious areas are displayed in the summary table at the end of this report. Run-off calculations and summary table accompany this report. tr1417AINAGE SUMMARY TABLE DRAINAGE 2 5 10 25 50 100 AREA YEAR YEAR YEAR YEAR YEAR YEAR E-DA 0. 13 0. 15 0. 1 0. 18 0.20 0. 21 N-DA 0. 26 0.30 0.34 0.37 0.41 0.43 INCREASE 0. 13 0. 15 0. 18 0. 19 0. 21 0. 22 Cw C do lagions MARK KONTER - 7 7 1 C 2 ND AVENUE - CW CALCULATIONS CW FIRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.0 AC PERVIOUS AREA = 0. 1 1 AC TOTAL = 0. 16 AC ( 0.0x0.0 ) + ( 0.11 x .25 ) / 0. 11 = 0.25 CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.04 AC GRAVEL AREA = 0.00 AC PERVIOUS AREA = 0.07 AC TOTAL = 0. 1 1 AC ( 0.04 x 0.95 ) + ( 0.00 x 0.55 ) + ( 0.07 x 0.25 ) / 0. 11 = 0.51 Pie evddldped Hydz og� ohs 1 2 3 4 5 6 Legend ® Runoff Combined ® Channel Reach Diversion dr Pond Route Project: MK-HYDRO-E.GPW IDF: SAVANNAH.IDF 6 hyd°s 06-27-2009 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cts) (min) (min) (cult) (yrs) (ft) (cult) 1 Rational 0.13 1 10 5,424 2 — — — KONTER-2ND-2-PRE 2 Rational 0.15 1 10 6,405 5 — — — KONTER-2ND-5-PRE 3 Rational 0.16 1 10 7,103 10 — — — KONTER-2ND-10-PRE 4 Rational 0.18 1 10 7,835 25 — — -- KONTER-2ND-25-PRE 5 Rational 0.20 1 10 8,579 50 — — — KONTER-2ND-50-PRE 6 Rational 0.21 1 10 9,118 100 — — — KONTER-2ND-100-PRE Proj. file: MK-HYDRO-E.GPW IDF file: SAVANNAH.IDF Run date: 06-27-2009 Hydrograph Plot English Hyd. No. 1 KONTER-2ND-2-PRE Hydrograph type = Rational Peak discharge = 0.13 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 4.57 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume=5,424 cult 1 - Rational - 2 Yr - Qp = 0.13 cfs 0.15 0.10 0.05 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 1 ilydrograph Plot English Hyd. No. 2 KONTER-2ND-5-PRE Hydrograph type = Rational Peak discharge = 0.15 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 5.39 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume=6,405 cuft 2 - Rational - 5Yr - Qp = O.15cfs 0.15 0.10 4i- s.) a 0.051 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 2 --Hydrograph Plot English Hyd. No. 3 KONTER-2ND-10-PRE Hydrograph type = Rational Peak discharge = 0.16 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 5.98 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume=7,103 cult 3 - Rational - 10 Yr - Qp = 0.16 cfs 0.20 0.15 CI 0.10 0.05 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 3 Hydrograph Plot English Hyd, No. 4 KONTER-2ND-25-PRE Hydrograph type = Rational Peak discharge = 0.18 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor= 143 Total Volume=7,835 cult 4 - Rational - 25 Yr - Qp = 0.18 cfs 0.20 r3/4*44...*%%*%‘6-1 0.15 to (/v 0.10 0.05 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 4 -Hydrograph Plot English Hyd. No. 5 KONTER-2ND-50-PRE Hydrograph type = Rational Peak discharge = 0.20 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 7.22 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume=8579 cult 5 - Rational - 5OYr - Qp = O.2Ocfs 0.20 0.15 ca 0.10 0.05 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 5 Hydrograph Plot English Hyd. No. 6 KONTER-2ND-100-PRE Hydrograph type = Rational Peak discharge = 0.21 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 7.68 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor= 143 Total Volume=9,118 cult 6 - Rational - 100 Yr - Qp = 0.21 cfs 0.25 0.20 o) 0.15 v a 0.10 !- 0.05 { 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 6 Posy D ® Faph 1 2 3 4 5 6 Legend ® Runoff • Combined ® Channel Reach Diversion ip Pond Route Project: MK-HYDRO-N.GPW IDF: SAVANNAHJDF 6 hyds 06-27-2009 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (yrs) (it) (cuff) 1 Rational 0.26 1 10 11,066 2 — — — KONTER-2ND-2-POST 2 Rational 0.30 1 10 13,067 5 — — — KONTER-2ND-5-POST 3 Rational 0.34 1 10 14,491 10 — — KONTER-2ND-10-POST 4 Rational 0.37 1 10 15,983 25 — — — KONTER-2ND-25-POST 5 Rational 0.41 1 10 17,502 50 — — — KONTER-2ND-50-POST 6 Rational 0.43 1 10 18,602 100 — — KONTER-2ND-100-POS Proj. file: MK-HYDRO-N.GPW IDF file: SAVANNAH.IDF Run date: 06-27-2009 Hydrograph Plot English Hyd, No. 1 KONTER-2ND-2-POST Hydrograph type = Rational Peak discharge = 0.26 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.51 Intensity = 4.57 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume=11,066 cult 1 - Rational - 2 Yr - Qp = 0.26 cfs 0.30 0.25 0.20 a 0.15 ; 0.10 0.05 ` 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 1 Hydrograph Plot English Hyd. No. 2 KONTER-2ND-5-POST Hydrograph type = Rational Peak discharge = 0.30 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.51 Intensity = 5.39 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor= 143 Total Volume=13,067 cult 2 - Rational - 5 Yr - Qp = 0.30 cfs 0.4 0.3 CY 0.2 0.1 0.0 0 5 10 15 20 25 Time (hrs) Hyd. 2 Hydrograph Plot English Hyd. No. 3 KONTER-2ND-10-POST Hydrograph type = Rational Peak discharge = 0.34 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.51 Intensity = 5.98 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume=14,491 cult 3 - Rational - lOYr - Qp = O.34cfs 0.4 0.3 en v 0.2 CJ 0.1 0.0 0 5 10 15 20 25 Time (hrs) Hyd. 3 Hydrograph Plot English Hyd. No. 4 KONTER-2ND-25-POST Hydrograph type = Rational Peak discharge = 0.37 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.51 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume=15,983 cult 4 - Rational - 25Yr - Qp = O.37cfs 0.4 0.3 co C'1 0.2 0.1 0.0 0 5 10 15 20 25 Time (hrs) Hyd. 4 Hydrograph Plot English Hyd. No. 5 KONTER-2ND-50-POST Hydrograph type = Rational Peak discharge = 0.41 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.51 Intensity = 7.22 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume=17,502 cult 5 - Rational - 5OYr - Qp = 0.41 cfs 0.5 0.4 0.3 02 0.1 0.0 0 5 10 15 20 25 Time (hrs) �' Hyd. 5 Hydrograph Plot English Hyd. No. 6 KONTER 2ND-100-POST Hydrograph type = Rational Peak discharge = 0.43 cfs Storm frequency = 100 yrs Time interval = I min Drainage area = 0.1 ac Runoff coeff. = 0.51 Intensity = 7.68 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume=18,602 cult 6 - Rational - 100 Yr - Qp = 0.43 cfs 0.5 0.4 to 0.3 0 U 0.2 0.1 0.0 - 0 5 10 15 20 25 Time (hrs) Hyd. 6 7 Swale Calculations, Worksheet for K-2ND-SWALE-A Project Description Friction Method Mannin Formula Solve For Normal Depth Input Data Roughness Coefficient 0.025 Channel Slope 0.20000 % Left Side Slope 4.00 ft/ft(H:V) Right Side Slope �4Q0, ft/ft(H:V) Discharge ^r °0..22 ft is Results Normal Depth 3.36 in Flow Area 0.31 ft2 Wetted Perimeter 2.31 ft Hydraulic Radius 1.63 in Top Width 2.24 ft Critical Depth 0.18 ft Critical Slope 0.02117 ft/ft Velocity 0.70 ft/s Velocity Head 0.01 ft Specific Energy 0.29 ft Froude Number 0.33 Flow Type Subcritical GVF Input Data Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 3.36 in Critical Depth 0.18 ft Channel Slope 0.20000 % Critical Slope 0.02117 ft/ft Bentley Systems,Inc. 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"°s- SEPTEMBER 26,2008 .rye !.t•• 1 • i-..:.-0„..!•••• Federal Emergency Management Agency• This Is an official copy of a portion of the above referenced flood map. It r • '•••• . • " '°° was extracted using F-MIT On•Line. This map does not reflect changes • ,gi F „°. i..,9F .: :1n`°f•*• ••., ,... ,•• •• or amendments which may have been made subsequent to the date on the •r•. • H •r •Z""741 .• title block, For the latest product Information about National Flood Insurance•}+ . . ZON A;E�, !° •°>•' ` •r• •` •y° Program flood maps checkt eFEMAFloodMapStoreatww.v.msc.fema.gov• ..,. s es∎•• A 1 rnnur/nn 1 ,, r y Liei .� :, rte,`) . tPiow +, �„ tau)ilk CLI r-� � ile • t j e ,- if;,„.1.' f,stzo 04 II 4*,,, 0 0 y Iti "C y:':i ti. WS Chi s. � i P.. '1/44 ,... ..-- ,V' mac._ Ali 4 - • r;,!!, r. 0. tit • '111111"4"411t1111' ' ,,. jt,...::r „, .4r ir- 0 •:f :er•. # to"' I ir . ,• j -} s * , '. sy Nk #.„. , ,, - 4,4w141111 -'1111t. 0 A► y it NI a ..:.:..., ,2 r at 03 j'i , filth* k a id- V. ilk 1. i f S;s'ils Soil Map--Bryan and Chatham Counties,Georgia N b Fi 4 ., ., ,:1:tit i ir 1, /fli, a 4:" , i L a L' 514080 514140 514200 614 •. 514320 614380 514440 514500 514560 514620 32'0'3" I — I 32°0'3" I J It-A .• - ,j1 f,!$.1 I .. „ , , // ,, s S : / 7 / / _ . 3 _ / 1/ ;,1 3 / /( M c i, .. ,ispeio l / 10 7/ it Ali §,.., . . , _ z 14./ - - 1 .4. • /---- __--- ,__ AI . _ (" N r / 11111P111111 i -- F. li- <liket./41/61/ ill _ • . " i M ' r • f w to- 'r•v 31°59 50 31.69 50 51 $80 514140 514 c" 51. 60 51 20 51. 80 51 40 51440 51. 60 61 .20 Map Scale:1:2.910If printed on Asize(8.5"x 11")sheet. ° b N Meters �' A 0 40 50 160 240 i 0 150 300 600 900 Feet U Natural Resources Web Soil Survey 2.2 6/27/2009 i. Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map-Bryan and Chatham Counties,Georgia MAP LEGEND MAP INFORMATION Area of Interest(A01) 03 Very Stony Spot Map Scale:1:2,910 if printed on A size(8.5"x 11")sheet. Area of Interest(AOl) Wet Spot The soil surveys that comprise your AO1 were mapped at 1:20,000. Soils Other Please rely on the bar scale on each map sheet for accurate map Soil Map Units measurements. Special Line Features Special Point Features Gully Source of Map: Natural Resources Conservation Service u Blowout Web Soil Survey URL: http://websoilsurvey.nres.usda.gov ►;1 Borrow Pit Short Steep Slope Coordinate System: UTM Zone 17N NAD83 Other pro This X Clay Spot p duct is generated from the USDA-NRCS certified data as of Political Features the version date(s)listed below. ® Closed Depression Cities Soil Survey Area: Bryan and Chatham Counties,Georgia X Gravel Pit Water Features Survey Area Data: Version 5,Dec 21,2006 • Gravelly Spot ( I Oceans Date(s)aerial Images were photographed: 9/5/2007 © Landfill Streams and Canals The orthophoto or other base map on which the soil lines were A. Lava Flow Transportation compiled and digitized probably differs from the background Rails imagery displayed on these maps.As a result,some minor shifting . Marsh or swamp of map unit boundaries may be evident. . Mine or Quarry Interstate Highways 0 Miscellaneous Water US Routes 0 Perennial Water Major Roads y Rock Outcrop Local Roads 1- Saline Spot Sandy Spot Severely Eroded Spot O Sinkhole y> Slide or Slip ,rS Soda Spot ▪ Spoil Area d Stony Spot Natural Resources Web Soil Survey 2.2 6/27/2009 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Bryan and Chatham Counties,Georgia Map Unit Legend Bryan and Chatham Counties,Georgia(GA613) Map Unit Symbol Map Unit Name Acres in AOl Percent of AOI Ch Capers soils 2.8 10.0% Cuc Chipley-Urban land complex 25.3 90.0% Totals for Area of Interest 28.1 100.0% Silk Natural Resources Web Soil Survey 2.2 6/27/2009 Conservation Service National Cooperative Soil Survey Page 3 of 3 SECOND AVENJE 60 ' R /W �� EXISTING `;�• �° 1 ) SLpPE ''D x . .012% b" f of 7 191, r �, • co- • co". G�A�/EL DRIVE �I �i O /-- - - _ WIDTH VARIES �jn \N8 1 �." ?AK v�''� 1-4.1 - TWIN 22"a 2 w 60.0x► R. B.S. 22'00'00" E - ._ _ ' - o� ����� 120. 07 ' TWIN I4."i I8" OAK w S 22°00'00" W LL g \ a U -0) Q� X81 AI._Ni FG GRA L WALK \I(.„--: i 7,0 N �� \ ,� 20' BSL �/\ - I to I 00 k iIiIIIIiiii I cfl .vz _ I c to F ' 1 I I ' cDj l I 1 I I I Co' I 8,0 C....) ❑G i . ,� 108 LF SWALE 8'S 8,0 _1 I I AT 0,2% I m, , 1 , , I L0 - 29 - B PROPISED RESIDENCE — I � NCE CAI-� ��� 1 °' FFE= 18. 69 ' AMSL /\� `\ , - 8 o 1 LOL' 2.8 - 8� i:to I I °' PINE z �'� — N 9 1 00 �� 383 FG FG �� CD oo I I 8.o W Igo [.._.� I 1111111. I FG Z i 7.1 =w�: y I 14" PI gift 10, BSL IIW") /.;•'' _ s I7" PINE '. F. '-' �/I 1 60.00' _4___ S 2'02'03" W W R. B.F./ F. / ?.2. LOT 28A . � ..._ 40. 4 '- 6- - PROPOSED szre Q