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Home My Public Portal About08-0510 Shook is t,)' It? La CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 12-23-2008 PERMIT#: 080510 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 3 TENTH ST OWNER NAME THOMAS&ELIZABETH SHOOK ADDRESS 12 EAGLE POINT DR CITY,ST,ZIP SAVANNAH GA 31406-8423 PHONE NUMBER CONTRACTOR NAME DIVERSIFIED CONSTRUCTION INC ADDRESS PO BOX 1397 CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 4334 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,957.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $478,000.00 TOTAL BALANCE DUE: $6,957.00 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: C ,-. ) 44),,a____ P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org BEF 6 446 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 08/27/09 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 #: 080510 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME THOMAS & ELIZABETH SHOOK CONTACT ADDRESS 12 EAGLE POINT DR CONTACT CITY STATE ZIP SAVANNAH GA 31406-8423 PROPERTY ADDRESS 3 TENTH ST APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org 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 1 For insurance Company Use: Al. Bung Owner's Name 1 Policy Number -.. 0 R. • �'\.'�ct3 t�I�{S `-- . S avL , A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company l tAIC Number 3 1 e'r ,5--r-m.et-A-- .- city r f3�� - S�t�.�� ..- CO 2G t Pt ZiP Code 31 3 2 g A3. Propgrty Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) --� %--,,$)k fo o e- B. S cs 52.n I.r t► r ® . .-s s, �) 'C) 4::)- t `i I r r ES L.Pr r-4 p A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,'to S. n Q 'ir'si. A5. Latitude/Longitude:Lat.iV 3 2..46 0-0.013' Long. :d- A It"- Horizontal Datum: ❑NAD 1927 NAD 1983 A& Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number ro 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) 2 q a 4 eq it a) Square footage of attached garage 0 sq It b) No.of permanent flood openings in the crawispace or r b) No.of permanent flood openings in the attacheSt,garage enclosure(s)within 1.0 foot above adjacent grade I within 1.0 foot above adjacent grade NN�� e) Total net area of flood openings in A8.b �.; sq in c) Total net area of flood openings in A9.b G sq In d) Engineered flood openings? []Yes [c}-l�lo d) Engineered flood openings? 0 Yes 0 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 61.NFIP Community Name&Community Number B2.County Name B3.State l'ir3t 5I," r.s-a I3SlG4 c - - 84.Map/Panel Number E35.Suffix 66_FIRM Index B7.FiRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 1S4:1<1 G O Z t 3 Date Effective/Revised Date Zane(s) AO,use base flood depth) F - 2`-C a -2G- a3 14 -A 0 B10. Indicate the source of the,Base Flood Elevation(BFE)data or base flood depth entered in Item B9. i❑FIS Profile FIRM Community Determined ❑ per(Describe) B11. indicate elevation datum used for BFE in item B9:0 NGVD 1929 VD 1988 0 Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ©'Ile Designation Date ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings' ❑Building Under Construction' ished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,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 h i �y 9 2.4g Benchmark Utilized %.e.C h t-- Vertical Datum I v Conversion/Comments f‘' ) A Check the measurement used. a) Top of bottom floor(including basement,cra(nilspace,or enclosure floor) ! »rest nil meters(Puerto Rico only) b) Top of the next higher floor i .. R t u meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) . 0 feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) f /9'fl feet 0 meters(Puerto Rico only) e) Lowest elevation of machinery or equipment;serviting the building 1 .A-{1 e�et ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) -y " f) Lowest adjacent(finished)grade next to building(LAG) ! . t ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) _[ 1461t, ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 7 -q Q meters(Puerto Rico only) structural su..ort _ - SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFiCATiON This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by tawto certify elevation �„�. information. J certify that the information on this Certificate represents my best efforts to interpret the data available. Q f I understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code,Section 1001. m t e-r e a 44 'Itz 'Check here if comments are provided on back of form. Were latitude and longitude In ection A provided by a �. ,'�.4.. - 4 • licensed land surveyor?longitude. ❑No 1 I i 5882 • License Number C iBer's Name J .� g 2 t Q-2,�O 1 f� �rr.M 1. 1it JJ Tit Company Name / a ! .FFiv 0 S C.1 R VZ)":>1.4' Y ti-/c e-T-1 T 14 E 1.-is �1--i �•�a .u R`r$ •, Address City State ZIP Code vC s�'f I A `� A Qute.^an) Roe•a SAVh,-4 a�e,li cop-• .3 1405 E' T � '' Signature f) V Date Telephone 'sa..�_..e ' �J „� ,♦ - , c ci - 1 ) 0)ZS^.3 23 FEMA Form 81-31,Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A. 1 For Insurance Company Use: I Building Street Addres (inci ding Apt,Unit.Suite,and:'or Bldg.No.)or P.O.Route and Box No, I Policy Number --1 a I0 '1' Ins" -'1- City,-- State ZIP Cod Company NAIC Number t '1 i3 SL.P r 5 Get R.G (Fa 3( S Code., 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 C� „ yti _ "" li 4 4`l cs r Z 4 r-4 U t -7 p�n =oaN■ T(- r�a-r-c--0, r`.. �1_0 a ok. L r-f S A t 6 s d ls"A.: ' oft A E 4,\V !3)9 r- S I--j'--- Signature P � a Date S M a s- c f Check here if attachments SECTION E-BUILDING ELEVATION INFORMATI (SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BEE) 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 G. 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,o en s `-- __ ❑feet Omelets Dabove or ❑below the HAG. b)Top of bottom floor(including basement,crawispa o en su - is ]Meet Ometers []above or [(below the LAG. E2, For Building Diagrams 6-9 with permanent flood ope in ro ed in SectigSL('+Items 8 and/or 9(see-a 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is _._0 feet U meters ❑above or U below the HAG. E3. Attached garage(top of slab)is _ ❑feet❑meters [I above or [0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet 0 meters 0 above or 0 below the HAG. E5. Zone AO only: lino flood depth number is available.is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes Q No El 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 BEE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name "" Address ( arty State ZIP Code Signature 0, Date Telephone Comments ❑Check here rf attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who Is authorized by law or ordinance to administerihe 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, Q 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 informaten. (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 BEE)or Zone AO. G3. ❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for_ 0 New Construction 0 SubstanSal improvement G8. Elevation of as-built lowest floor(Including basement)of the building _ 0 feet ❑meters(PR) Datum G9. BFE or{m Zone AO)depth of flooding at the building site ❑feet 0 meters(PR) Datum G10.Common s-resign flood elevation 4: . ❑feet ❑meters(PR) Datum rF . _ Local Official's{Jame- \ Tfile Community Name Telephone Signature . Date Comments ❑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 3 10TH 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. FRONT VIEW 8-24-09 0111 4 e 1 ,.. , , . \if P f may' li I. t • Oh 1/1_...-:<_-'----':-----, I ' ' iii- - .iii 1 REAR VIEW 8-24-09 4 _-� 1is . ,i--c j-p., ill ir ,,, . ,,,,,, ti, ii.,,i, . ailing 1111 I I I I .I I 1; _- I I 1 f ''''' -- ------ 1111 ' xl 1 . ,..4 I . City of TYbee Island • Community Development Dept., ..o.ici,,tiot -, F:.:::' •:::', : Inspection Report an. 4 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 3132 Phone 912.786.4573 ext. 114 - Fax 912.785.9539 •!: C-.M..-SiAs:Ii hermit No. 0 ca'- 0 5 1 CD Data Requested pwner's Name k.....a_.:0 k Date Needed ----, --1,\ 1 , 3en. Contractor D : 1/4.1 . 1)-€ 5- vTh Subcontractor ,...) ontact Information —Te rs-L_________ _r- ±--1 af C. - 3333 1)roject Address ._.) ) .4, e., 4-1,-.) Lope of Work P t i."...) •5,L_r_,_al._e_L::...kaj.c ..j.2::Le._.___._____. ,-..) 6 \ -.-4.-- nspector Th: L l'") c--1 Date of Inspection nspection I' i:"3 AA A Pass F21 Fail 0 Fee kD ..,` s-_,(2._ -14' ; S- ,--, , e \ e ,/- (-_. ef ---' . ( s o ,-, -4- : i e___, 1 (..,3 1 a .1" _ ...-.., r 1 S ..) nspection Pass Fail 0 Fee nspection Pass El Fail 0 Fee nspection Pass 0 Fail Fee - __ CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW FEE DATE ISSUED: 08/27/09 PERMIT#: 080510 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 3 TENTH ST OWNER NAME THOMAS&ELIZAB SHOOK ADDRESS 12 EAGLE POINT DR CITY,ST,ZIP SAVANNAH GA 31406-8423 PHONE NUMBER CONTRACTOR NAME DIVERSIFIED CONSTRUCTION INC ADDRESS PO BOX 1397 CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 4334 OCCUPANCY TYPE P TOTAL FEES CHARGED $7,162.00 PROPERTY IDENTIFICATION# e pal PROJECT VALUATION $478,000.00 3 ENGINEERING REVIEW FEE-FINAL TOTAL BALANCE DUE: $ 175.00 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.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 davisenginc a(�bellsouth.net INVOICE August 27, 2009 Invoice #20601202 Diane Otto R C EVE City of Tybee Island J P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax (912) 786-9539 RE: 04-0006-15-006 3 10th Street LOT 6 SUB OF 61, 62 SHIRLEY PARK WD 3 TYBEE 08-07-09 0.5 hours Onsite meeting with GC, subs and PW 09-27-09 0.5 hours Final observations 09-26th&27th 1.0 hours @ $175 = $175.00 Total Due Diane and Jonathan, Based on the certification letter by the Owner's Engineer and my site observations, I find the grading acceptable. The only outstanding item was the stabilization of a small bare area about 3' deep along approximately 8' of the curb. Due to the rain Kimberly Doyle called mid morning to advise she had just completed placing the sod over this area. Per standard procedures, I will call you and give you a follow-up email later this afternoon when I return to the island and view this. There will be no additional charge for this afternoon's trip. Downer ri 2 2 •. 52 - 12 0 2' 0 7 Qd dod .2-42 Og- OSto J' L, --t-® Qnnrpv¢.� Dianne Otto From: davisenginc @bellsouth.net Sent: Wednesday, August 26, 2009 4:53 PM To: Dianne Otto Cc: doylelandscaping @ bellsouth.net Subject: Shook on 10th Street Diane, The grading on this site appears acceptable. The only outstanding item is stabilization of a strip about 1-1/2' wide behind about 25' of the curb that was replaced on 10th street. Kimberly has advised that she will pick up the sod around 8:30 in the morning, be back on Tybee around 9:00 and the work will be completed by 9:30. While this will remove all site related punch list items, it is my understanding that all outstanding issues will probably not be resolved by that time. Downer 1 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-- 6932 LAHBOS @BELLSOUTH.NET EiCEIVED August 25, 2009 Diane Otto Planning and Zoning Tybee Island, Georgia Re: Shook Residence Project 10 th Street 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 c-F"'SW CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEE DATE ISSUED: 04/20/09 PERMIT#: 080510 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 3 TENTH ST OWNER NAME THOMAS&ELIZAB SHOOK ADDRESS 12 EAGLE POINT DR CITY,ST,ZIP SAVANNAH GA 31406-8423 PHONE NUMBER CONTRACTOR NAME DIVERSIFIED CONSTRUCTION INC ADDRESS PO BOX 1397 CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 4334 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,987.00 • q PROPERTY IDENTIFICATION# 1 � .e.ti PROJECT VALUATION $478,000.00 REINSPECTION FEE-FRAMING TOTAL BALANCE DUE: $ 30.00 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. l :iitSignature of Building Inspector or Authorized Agent: � � A, P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org 1 Chit ..\- -F-(-.--: 6,5 \--o vf-z W1 4-36.- C4[7, - 3)35 ,, ,,, to City of Tybee Island = Community Development Dept. ., r,...., ..., Inspection Report grikir."‘ .'".. ..' 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 3132t Phone 912.786.4573 ext. 114 - Fax 012.786.953g .----- ............ /4,-N. ,//..) 4? 2,K, •q ?ermit No. _. ce -Ls/ .... , L....y Date Requested 13wner's Name -"POL Date Needed 3 2.6/DLif / .c7:77 4 3 en. Contractor ..z 1 Subcontractor [ I rontact Information 1.- 12. - 3333 ' roject Address 1 ',3___j_r, LL-11*-t icope of Work LLA...)___ - Inspector Date of Inspection . s 1 nspection Elsa C.. ri 1\. ---:-- --1-2 Pass, * ail 0 Fee ----- __ ----- ,------.., I nspection yviri..61-,i I-1 i3 - ti,c-- Pas 01,N Fail 0 Fee In i . 1 .0s,.ss nspection Pass w.,1 Fa.. ri Fee Wil ` 6.14- I's S 8 1 ,./ nspection t2L__-1_i___2__ )H k... - I L----- Pass ...m:'; Fail Fee ligi't\ c?A -1---- , .. • 42 . .1q S ---- "..' — Al 1 r21&I b 4:022i.--5-iz p pi,,C.. . w:-..-io Jr-ri= . ", 1 ■ .t ' i ,Iii } City of Tybee Island = Community Development Dept. gym.,-1 -...' • -. Inspection Report '449:0' 1:::4:•:,..; 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 .1.• .•,.. Phone 912356.4573 ext. 114 • Fax 912.786.9539 ............ / Y.Y2G4.54.7.N Iermit No. ___(.2e- OL, ---/ b Date Requested e zv,7 0, -ri wnerss Name .--75f--(Z)),Z.. Date Needed cS DI Oi ken. Contractor 1 1 <-A \ Subcontractor [ Et 4 2, I _77-2 -2, 7.z contact Information i ) ) ---- j rroject Address 4- .,-,-;) , e L\ , f--1 --.7-1-- icope of Work i\' Et ,L.I --;,. F . ____ (-:), 111 ,- OP Z4i- D ,ftspector_ Date of Inspection _ 'nspettion - et,--y, v_. ,..2, - Pass Fail Z Fee I . - c ... - ...„, 4/ Ar ... ' ;' '• '-' d '' Vt' : V, nspection_ liViE6-* ' i Pass El Fail Fee_ _fsi_ _ 1 i3C) , cl-.?rf,44„.1 L4LNA 1 , , j 1 TZ7?rA('' di ZA 1..•.)I • 0 Z, C'.61167‘j.,70:L47 i I 0: ...Crjt ris 9 ection PI Liiirfa H iN) .... Pass Fail in Fee 004 -0-E4-111.1 1 ' - . " <—' '"' ' ) 1:-• 41 •'-'a...4 .4., _________—■--------" ClICL .'''' '. ' • i ‘„rk .., , ,, :C t.... ' ..,—..f , ""`',:t • -4* • I 1 4:;*.'' 1 3L' -";;1.-.. T,:,, (5■ipo, , --' , :\ :nspectiori_ 13(,_}..2( (- 1 f\--) - pass 0 Fail in Fee /Mk t-i-- ,-;: .. - . , y '''' .•'''',,f; 1,-- ;- - ,f 1 f r F''- D(.0 ,30-3o o9 206012 3 10th Street Shook-Owner Kramer- Arch./GC DF-0 510 - _ i ,.. .1 '; 4 ..t. _ Pr - 4 j. / - WA �/� .. • is Looking south towards east front of site. Stone drive needs to be contained to front of site. However, only stone is migrating down the gutter to the east and there is no evidence that sediment is leaving the site. 01—.02 -0 ci d,2t.%vere44.-E-r7 S�- a-^ �---- , r r .',.\' ''' 1 1 1 t \ \ \ \ \ \ 1 1 1 • i , f r 1' 4 , „---..,,,, . li - . ... r .1 i 1 ■ Looking east along south property line. As there is no activity in the rear, sediment fence in the rear can be removed once permanent stabilization of remaining bare spots in the rear is accomplished. I • i---,. 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 No. /25:5_ - 77- ./C) Date Requested Owner's Name .7- ,/it'9Y - Date Needed G . Contractor .b ti. ,b-eg . . Subcontraclor I `\ 16-1-40 • AUZ-- Ir)() ____ i Contact Number - \ . A- -7 C ..\-01 ,---- - _.:. ( 7if\,.)(: ,: , . Location r Inspector "7X-: f • „.___: . Date of Inspection -,' ----- ' ' ---> , ----/ ' Type of Inspection r R KS ts , 1 _ Pass _„ . -,.,-- Fail Ei • 11-1:11V. Wj i N, -410 -41100 RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 91244445-37 5-37 Phone 912 3 0(4, 2(�qt_ 306-2BoS eo.1-41y 308- 2 toes 415 Location Address: I ' l4 -0. Lot# Release Date: . 0q Type of Release:d Temporary Permanent Subd Name: Electrician: ICS�ar��Z.ft -(Z1� Electrician Phone Number: a =c i3) Owner/Builder: � i l�l� biTS IA Phone Number: 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: IN Result Report P 1 06/23/2009 11:52 Serial No. CM35228060004 "PC: 89859 Destination Start Time Time Prints Result Note Georgia Power yy06-23 11:51 00:00:49 001/001 OK gg Note MIX:: DDouble-sidedaBindingADirection7,Original: Speecialsorilinal,Forward.F-Code, RTX: Re-TX, Rue: 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, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. A RELEASES FOR ELECTRIC SERVICE FROM T1/BEE ISLAND FOR SAVA •NA73 ELECTRIC_ FAX TO:Lyon.Breanaa 9A' "'" - --'7 Phone 912 a6-2SoS 3a,et- X625 __64p,h7 Location Address: • it# Release Date: Type of Release: Tempor�a}ry Permanent Subd Name: Electrician: .z SSMC L( t GAG Electrician Phone Number:= j Owner/Builder: t � 7 � /�� Phone Number: 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: • I ./1 Inspection Report City of Tybee Island 403 Butler Ave. P.0. Box 2749 Tybee Island, GA 31328 Phone: (912) 785-4573 ext. 114 Fax: (912) 786-9539 r / Permit No <-1?-1 -0'72> 0-1 Date Requested 4/421'047 Owner's Name -5-1--bc A Date Needed 412,77r (7; ( Gen. Contractor _\P 1) . ),17...(-7.1Z Subcontractor 1 a-5-31E-1 Contact Number Location T; Inspector -76 Date of Inspection 441 zde.4 , Type of Inspection it. Vti 1 Pass fl Fail 0.14 \, *-1 (4)' ctifido 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 I a _ ,/ / Permit 3o. Date Requested `ti `� ;t.J`i �7/ ' 1 Owner's Name _j .r l Gen. Contractor 1✓, . f : t Subcontractor Contact Number \,,, f -r` _ 4-(-17... -33 S Location ' inspector Date of Inspection Qass Type of Inspection Pass D QASs IN. 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ACoAmER,AlA Ts .- ‘' To: V...j)\-Li 1\--op_p From: 3f,47,-- F- Address: Pages: Including cover page Pte: Date: CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: Rf\--1 VIO C/r0 \, - I LT) rR/t eux57/5-0 dzk) r2,,,o, ertz (12--JV 02- RATR1 - Ac_z\__NAA- )1---rtv } -- >• -• -� >n•> _-�.�wv�.� Uaica vaiu�aa IQ.JUUl/UO5 3illtBest Hinged Patio Doors Page 1 of 5 • ) L � BiltBest Hinged Patio Doors BiltBest Product Segments BiltBest segments its products to meet the needs of specific markets as follows. See the Homepage for a complete explanation. Download Patio Door Brochure. The Architectural Design Collection by BiltBestTM rs r €_maRItaJ' Energy Star Qualified a E 1 Architectural Design Collection by BiltBestTM architectural grade, extruded : uminum ciao, inged patio do carry WDMA Hallmark Certifications for class HGD-LC25 (inswing) and C- 50 (outswing) u •er AAMA/WDMA/CSA 101/I.S.2-97, Standard/Specification for Windows, Doo and unit Skylights (subject to si limitations). The extruded aluminum cladding, and multi-point locking mechanism offers beauty, durability and high performance for the discriminating Architect, Builder or Homeowner for those projects demanding the highest qu swinging patio door with the broadest range of custom door options and features. The many available options will add beauty and value for years to come, Whether you select from our extensive palette of exterior colors, optional hardwood interiors, or custom Gothic style muntin patterns, BiltBest offers the flexibility to truly distinguish these as your custom door. Architectural Design Collection by BiltBestTM Hinged Patio Doors Available Options • 200 Special colors available in powder coat finish. Over 8,000 colors availability in computer match capabil • Custom door width and height(within published limits, to 1/16" inch). • Radius Shapes including Archtop, Qtr. Round and Roundtop. • Your choice of 8 hardware finishes. http://www.biltbest-windows-and-patio-doors.com/index.php/biltbest-hinged-patio-doors 4/20/2009 �4/ ,V, .,v1/7 PiJLN ice. iL. rraa 1.I111WOL1S a ales VdL0.05d IQ.JUUL/UUD BiltBesi Hinged Patio Doors Page 2 of 5 • Options for multi-point locking hardware, double-bore or no-bore options. • Optional low profivle accessible sill. • Factory applied jamb depths to 8 1/4". • Available with white interior pre-finish (2 prime coats and 1 finish coat of acrylic latex paint) sprayed prior to assembly to ensure coating of concealed areas. • Available with Cardinal Preserve®clear construction protective film on interior and exterior to protect your glk during construction. • Available with Cardinal Neat® naturally clean glass. • Factory prime finish available. • Available with First Impressions, integrated decorator miniblinds. Wood Species Offered Include Clear Western Pine and Knotty Alder. Other species are available via custom door order process. Muntin System Options All Architectural Design Collection by BiltBestTM hinged patio doors offer a choice of muntin sytems including: • Simulated Divided Lite with 1", 1 3/8" and 2 1/4"double ogee muntin, 7/8" simulated putty glaze stlye munti and internal spacer. Unified IG supports green building objectives. • 3/4" or 1" Profiled Grille Between Glass (GBG). • 5/8" Flat Aluminum Grille Between Glass (GBG). • 1" colonial, full surround interior wood grille. s�,§rah u a's ' !i 's i � e. S „� ��t� < .a wyr ,r 4,'Azt � :r` ,a l{;; - OMB 1 { ? .P'' .: 7 .11F` 5 . , h 1 � , � a K 3 r r 11 f i \ A e t 1 ' � . „!:-:!,:,,,l,::;.,. ta 4n b. r, t� k&L.a A,,,,':. f:'.;r., c. 'ems M , a Architectural Design Collection by BiltBestTM Available Exterior Finishes The Architectural Design Collection by BiltBestTM hinged patio doors are finished with an available powder system in 18 standard colors, over 180 Special colors (optional) or we can even computer color match any color yc wish (optional) . The powder coat finish is applied in house under strict quality controls and delivers a beautiful, durable finish that is environmentally friendly. If your project requires an AAMA 2406 or 2605 finish, we can provii that for your custom door. http://www.biltbest-windows-and-patio--doors.com/index.php/biltbest-hinged-patio-doors 4/20/2009 IQ.JUV3/VU5 BiltBest Hinged Patio Doors Page 3 of 5 Available Glazing Systems BiltBest hinged patio doors are available with an array of glazing systems that provide DOE Energy Star ratings f all zones of the country and support green building objectives. Turtle glass, tinted, obscure, tempered or laminatec whatever your specific glazing needs, we have the appropriate system from Cardinal Industries for your custom dc Cardinal Energy Calculator • Lo-E3-366 Ultimate Performance Glass® • LoE2-270 All Climate Solar Control Glass® • LoE2-240 Glare Control Glass® • Sea-Storm Hurricane Glass O. • Neat Glass®for easier to clean windows. The Architectural Design Collection by BiltBestTM Hinged Patio Doors WDMA Hallmark Product Certificatic Reference Numbers by Protocol Certification Protocol Reference Number DP* WDMA Hallmark Listing WDMA/101/I.S.2/A440-05 242-H-012-00 C-LC50* WDMA Hallmark Listing WDMA/101/I.S.2-97 242-H-096-00 C-LC50* *-Approved Design Pressure - Source: WDMA Product Registry (outswing only) The Architectural Design Collection by BiltBestTM -State and Local Approvals Jurisdiction Protocol Reference# DPI` State of Florida 101/I.S.2-97 FL3675.2 C-LC50* ASTM E1300-02 FL3675.2 C-LC50* *=Approved Design Pressure (outswing only) The Restoration Series by BiltBest TM The Restoration Series by BiltBestTM hinged patio doors are available in both in-swing and out-swing configurations. The Restoration Series by BiltBestTM hinged patio doors offer extreme value and performance in a wood wind( designed for more traditional construction vernaculars where value is a primary consideration. • Available with white interior pre-finish (2 prime coats and 1 finish coat of acrylic latex paint sprayed prior to assembly to ensure coating of concealed areas). http://www,biltbest-windows-and-patio-doors.com/index.php/biltbest-hinged-patio-doors 4/20/2009 t74/19/2t7U'i t,z:S3 9126912386 SDUTHERN PAVERS PAGE 01 01/19/2009 MOH 9: 58 FAX Millwork Sales vaitioea /64,. 1 C 7 3 ..- - )EALER TO CUSTOMER COPY -Quote 0:273029 pate Quoted; 1/15/2009 Last updated 1/19/2009 7:47:35 AM LINE# QUANTITY DESCRIPTION LIST PRICE NET PRICE EXTENSION 1100-1 2 Comments/Room: $883,00 $556.29 $1,112.58 Rough Opening:2 9 1/4" X 5 9 1/4" ';'—""�""— Unit Size:28 3/4" X 58 3/4" ,�\ Eclad Spirit Casement 2454 Right ` White Frame Color, Natural Int Finish,Structural DP50 Cardinal LoE-366(UltraBilt6), Laminated Glass,No Tint, Mill Spacer mGrilles 1:SDL-1", Raw Wood/Clear Interior,White Exterior, Colonial Pattern, / 2W2H / Hardware: Standard,White, Coastal Hardware ��'' White Screen, Fiberglass Mesh,Applied ii.........—... 6 9/16"Jamb, Standard Vinyl Nail Fin 283/4 LINE# QUANTITY DESCRIPTION LIST PRICE NET PRICE EXTENSION 1200-1 2 Comments/Room: $934.00 $588,42 $1,176.84 Rough Opening:36 1/4" X 53 1/9" - •' Unit Size:35 3/4" X 52 3/4" re. Eclad Spirit Casement 3148 Left e White Frame Color, Natural Int Finish,Structural DP50 �•• Cardinal LoE-366(UltraBilt6),Laminated Glass, No Tint, Mill Spacer ps esratmasaaimm.1 Grilles 1: SDL-1", Raw Wood/Clear Interior, White Exterior, Colonial Pattern, 2W2H '... Hardware: Standard, White, Coastal Hardware White Screen, Fiberglass Mesh, Applied ti •N. 6 9/16"Jamb, Standard Vinyl Nail Fin 3s 3ra .INE# QUANTITY DESCRIPTION LIST PRICE NET PRICE EXTENSION 1300-1 2 Comments/Room: $934.00 $588.42 $1,176.84 Rough Opening: 36 1/4" X 53 1/4" '.ti UnitSize:35 3/4" X 52 3/4" Eclad Spirit Casement 3148 Right "-. White Frame Color, Natural Int Finish,Structural DP50 ' , Cardinal LoE-366(UltraBilt6), Laminated Glass, No Tint, Mill Spacer g ^------w^ Grilles 1: SRL-1", Raw Wood I Clear Interior,White Exterior, Colonial Pattern, 2W2H ." Hardware: Standard,White, Coastal Hardware • White Screen, Fiberglass Mesh, Applied r• 6 9/16"Jamb, Standard Vinyl Nail Fin r^ 353/4 Sub Total APIS Toles produced by t3cstQuotc ate price estimates bastd on information provided by the user.Changes in quantities and/or descriptions LABOR: $0.00 ny result in price increases or decreases.Product prices may change between the time of quote generation and purchase order submission. FREIGHT: $0.Ci0 iotce arc valid fbr Thirty(30)days.t3illIest reserves the right to correct pricing,technical errors or omissions at anytime prior to cepting a purchnsc order.It is the user's responsibility to verify that products ordered meet local building code requirements. TAX: $0.00 TOT= AL. ~1 CUSTOMER SIGNATURE -DATE BESTOUOTE Page 5 Of 5 Software by WTS Paradigm PO.Older-liTri;767,trigt< ARCHITECTUAL MILLWORK Fax:9122365579 Apr 23 2009 12:35 P.03 • •••• I •...... --1 ,. .:,-' . ---...:- ...,-,-........J.:::.,:;-„:,•::: ,2,-;,.•••,::; - • ••:::1.,..",.7..„::: ,* '' - • ---•-i : ---,i :3Ir C, 1 ' • . 1 3:::..! . 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(D' ..-° '5.1 (3 Shook on 10th Street 04-28-09 North side looking east along lane.silt fence was down. Rear had been used for access while 10 street was resurfaced during the day. Jeff Cramer advised it would be back up by the end of the day. There was no evidence of silt leaving the site in this are. iB�11!r yglr irfl� . IVISTrYWr ty.n t ._ I 1 ' _ r, , \ l .. r ' it, .-Mr* t il 1 . !;1 I i,: • 4 i .rt 200111[NC - West side lookin:north. No deficiencies. 7r 4 .a . t +9 •_ r �� `R ;-, . r . I . ; i 01111! ' 1. ..._ 11 ' - ), , . .. :1, 1 'OW: East side of site looking north. No deficiencies. ,t‘ ..4,1$1.; J � Front of site on 10th St. looking east. Jeff Cramer advised he would have the silt fence up by the end of the day. He advised that while Guery Lumber had delivered to his site,it was his understanding that Caroll&Caroll had allowed the through and that the large tracks were from Guery's lift vehicle. Jeff's point being that he believed the large tracks in the asphalt were not by his sub but his supplier. Jeff advised they would sweep daily. Additionally,the Co will be reestablished and the silt fence reestablished except for areas of stone. mot: �r • 111%004. ,• ( ' ' ___,-) . , I •\,•: .-1:_:.;: ..... .... Inspection Report • City of Tybee Island 403 Butler Ave. ,, P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 't , Fax: (912) 786-9539 Permit No. / 0 Date Requested __• , _ ------1--bni(__ i /17/(‘X Owner's Name Date .114,PMed , Gen. Contractor cubrontra or Contact Numh!r 1_ Location --.17-1,' 7 1 Inspector Date of Inspection _ F-27?-.47/1q Type of Inspection 4geip 4)6- i i Paqsi i.c.Jejl mr- , i.›r''' -.---,T:L.,-5 j..„,7, --- -- '--) I' `) ) 0,11. Fail _ c , _ , ,. , e • , , r./.0 , // ..,,..,.....1L / 1 ., i 1\62 le*''' ' . / r -- -_, .- ..----- I '-- ;,.^,:‘...*".1.v. ..b • 1 . ',.'2,.•-• -‘...`,,; ' I ' r „.... .,.. .,.. .• •t. •_.e. i \\\ .ad. e, e d' 1 Inspection Report I (.2 Q r-4- . fir 0 evN 1 City of Tybee Island I -7,3 4t c Se, 403 Butler Ave. P.O. Box 2749 ....m....m.--........".....01 * s.",......—..,,,,... Tybee Island, GA 31328 Phone: (91«..2) 786-4573 ext. 114 Fax: (912) 786-9539 I Permit-Ft o. jefa5)? - 0 :~c-t 0 Date Reque I sted ,72 .... -1 -71 m.,.) -) I - i el I Owner's Name i--) i') 0 ieS . Date. Needed ..."), - 3 0--- 0 Si I ' i fil ,Ai Gen. Contractor , V" .,_... .r-) 5s-T .-iiiibcorktractor I-- _.(-1 r2 -3 ? 75-' 3 I Contact !Number ,„i o so — Locatio n _,,3 --re 1 ,,4 ,,, S4 3 V v-i ._........... . Inspector .--//q Date of Inspection I ( ) / I Type of Inspection. •"'''''' r...ana_..2. ‘ C,), - OIL F 1 1 v l") ( i4-:>\00)...., -; . -J,,c,0,--7,-;S r. o---ir br■.),5--111-1 it,./.S i .. - •" ' - , - , •--- -"i-"'... * - - I . . 11 7 /-*-1---)--0,,3 (4....:,,c,- rf-=(-) 1-11-; ? 0 b Tr, ,---1 (7-=-if:_s4-c.;(2> (0-,-) T,_5170v r,f- i--)(Apt,77-Fictz:73--, 'T 31 oc-L,----)(--.-- 47!)--1 c... F(co-ia i ....1-. , 1 1 ii:7) e":)(4..),:.;,:;-7-2) 1-;•:;,(-;.1'1A, i ,--.)c---LA 01-v1:0--/ ( l'-'.: `2-1,Lirt-t- 14- r- <34-1 v7-'--4 -L-'2 ) 0 C) 1- 71 )1:?: ;SA:5F 1:16g6 — a t 1 -12 ' , . , i?,-. ,,,.--\\ 1 ,,. cl t:\., i '...=,-, !....1 7.2_>J\J•Q( ,-.)6 v;i Tz-..-14(\ I . .'I . I. -.- ''' • '' •'0'. \. -.... --. FROM :VINCE HELMLY FAX NO. :912 9253523 Mar. 06 2009 11:21AM P1 U.S_DEPARTMENT OF MOMEI ND SECURITY ELEVATION CERTIFICATE I OMB No_1680-0008 Federal Emergency Management Agency E Fe ttlsry 28.2009 ` Nationai Flood Insurance Program important Read theinlitruelions on pages 1-8. 'SECTIONAL-PROPERTY INFORMATION - . For Insurance Company tise:. •A1 9+$Calg 0 !+a s e-. ter? t r4-o 1: Pogo/ A2 ilBe n_Sim)�� Unit,Sole.andfor'Hftlg.No)or IPA.Remo fled Banerat - . - Company Nye-Number ..A3Prropexxbr - (t-d and Blod�Nunshera.Tex ` r"'• r-51- 1 inn. L,�V� Ga e4 C�i-$yiii4Lv_�S• e•-3 ,...�. . I. .. in-AA,3 c„ 0, . M. Baling Use(ea.,Residential NaM iderie Atpm.Accessory,. .. ) - a PO-I Vol.0 ALL 1 iLongitudec tat.JV 32..00. 0 d emu. d ; e• • -S"" Horkentef Dauer RAO 19277 ErclA01983 nee Attach at lest 2 elfeolographe of the bui ch%If the Ca is beIng used io Obtain flood hiawanoe. A7. BumUng Dlagram.Mmehsr.13 A8. Fore boikliig wdh a arvwt-apacaa orenctoo R:t(e?:proViaw Ali. Fare etr>di*rdtr an sfilsaled a) Square footage of crawl apace dr enclosure(e) i to Sr ' eq 1t� -: � - a) &#�'Wage of attached gdrage 1._. .1?. �so ft b) No,M Immanent toad oppiroo it the crawl space or. ` , b) No.of pemlenentifucd*maw in the errdt re(s)walls within 1.0 foot above asIjoce d•grade VN O,i-"It -Ca.+'S* • • walls Mingo'LOfuot stem sa6 ri 9radg p 7'e p, t-'++ `r c) Total net area of flood openitgs in Attu 'tON.EP ?a r q in • c) Total oedema of food-openings in A9.b e— SCI in . t�NOflen,erAea6� SECTION R--FLOOD INSURAl I ATE MAP(FRO)NPORVATI N• M.NFIP Community y LRllef+♦ 1 t - 101.fra� - ' r.Ir ~tea r i�o"� .. State y _. '!� _.. '14.MuplPartel Number- t35,.Suffix •-• es..t' A Index FIRM Parcel tie.Flood _ 139.13 x68 l ovafoe({ s)(Zane �,3 a 5►C d�,` = Da‘ i (e Zone(s) O AO, se base Soo!depth) .. °Z C_agi q-214-obi !�� B10_ indicate the source OTilaifime Rood Elute:Min data of bbw)load depot entered in•tem 89. - D Fie Profile . ahltia D Coreinawity Domed • 0attest•(Describe) B11_ Indicate elevation datum used for WE WI pem.BBt D.dig iD isp. -.litaVO 1988 Dotter(Dearn-be) 812 is the budding lacsieti in a Coastal Bader iiesoinoss beret in &&them a Ftatrt fled Area(OPA)? • 0 Yes - rNo SECTION C-WILDING ELEVATION ATION(SURVEY REWIRED) Cl_ BuARIing eiwations are based cut: • 0 Construction Otawr • Building U derCanairuC5ott*. ❑ibnished Construction 'A new ElevaSonCertficaid will ba required reran amesIIutlfue otthe is ag Op ate. • C2. Elevadots-Zones Al-A30,AE,AH,A(Meet WE)..17E,V1-V30,V(Willi EWE),AR ARIA.*RAE.ARiA1-A80`MAH.ARrM°. Cornplele num C2-a e below according in the bull*,V olagram.ap din teem A7. Renderer&ur�d L or,,fte,, vardcaf Datum N#kV CI )111 IL CwwersionlCwmnonls NI Pi. - • - ()sect the chase reemat used. a) Top of bottom lour(lnda�eg basement,crawl specs,or enclosure floor) i'F •. A•leot ❑melara(Puerto Rico only) b) Top otihe ri a trilgher Saar - i� —. . El maws Rico onth C) Sedum of the lowest horizontal structural riuember(V Zcnea only):,:.: - • c .■ • ' D maters(Puerto Roo ply) d) Attached'garage to of slab) - C D meters(Puerto Riau only) e) Lowest etevadoti oft befit teryra equipment slavishly the b1ild100 • .W../a0 that .:.0 8 Telen (Puerto Rico only)( e. 0 equipment in corm f} Lowest i( grade try _ .__� oriy) - g) l tigtheat a d l s o e n t(f i n i s h e d)grab(HAG) mown pm:an Rico meld • SECTION D--SURVEYOR,Ei QINP�,OR AfrtCHITECr CERTIFICATION This 02,09eaee31 is to W.srgtred and seared by a bud stayeyor,itrielerer.or ace3tilectaihorized l!y telex to ..., : ei elevation - t fotmabor i certify net the k madionan Ite Osattcate regiments ny gel to M,terpret tie 8YoliOnt •t,-y�tat any false stemont may be purl jt by firm or-�tirsder 18 US.Cti Sbctfon 1()Qi. -,%� ER/Check here if comments are rs C�/�� 2... \ provided on back of form • ,,'' / o`n T y „ -1•-i. 1r • t` . License Number ':•�"� r t N-.. 'b 2♦ 4, ., Tide / ir iaPtaa S 1. JRu FYe0. Cyflarree ,t B` o / Z► A' , ' +rt_. fa 1. Ft■ J AJ/3#4.4",i. Zip(Jade N o �A ignatUf8 t _ ,,,‘ ,.--. \.. ,...c.:1.13. OatE — C e FN i N� 2S — 5Z3 . .• FEMA Form 81.31,February 2006 See rs� veose side ter continuation_ • Replaces all previous editions • FROM :U I NCE HGi_MLY FAX NO. :9 i 2 ^ 9253523 M, . 06 2009 11:21 AM P2 Alit .• a ,. x s Peal A. �'CPR'1'Atd1'� !te there For ie>as.areow Company use- tea@ Add O�r •r ev.iv.v.‘,5,,..m7.$5,41 w No. Policy Number ~� f . k `� 6 S L d�t+� $a•- 47/4:'tit. Company MC Number • SECTION Et-SlwwEroi .ENSINIFER,OR empfinTar comma' mon om) Cagy both Meta amok=0211111063 aeis Tar CI)asaea.u+ek►011/0114,(2)In1Rsase..a owapaery,and(S)hulking ni feria:• C6'31111°149 f 11.-e;�6l 4 lea -R1 Lb1*2 c5s3 - (e3 -i' c- 1.1-4-r- vE-s- C 4 .. ' 411Wr ,u._ : ..-4.- . . t) Ce•O.Irk, o e rr Ts • - I SECTION E-En* Et JEVATION, -• • .,y, - .1 r ••=,.FORSILINE AMINO ZONE A Clrfllen tii UM Far Zones AO Ad A perio et BIf1a,came*Nem o EI-EIL it as Oeerie.7 s 1e hinsMed to suppc4 ee LOMA arLOMIkF•eeee art,wean*swim A,B, ardC.Rs taw e-E4.msralsethesM.It--- sear-e.Cheek Nsnu essmeeetaeeewt isiewlaNen wMersnlses, Et_ Pravda alevallominbeaedo4eferfn•ieio.rniaeed check Se apprograrkmantalwehav asholrorlbenines Nohow:d bylaw aeele1ylear+d of grads(HAG)and Ihs lemetrdar estmote OA% • W Top otborare loot(iltlwim.bese lli,c .per , • irk J_ Keel ewhea Baboveer bebw We ttAG. WT eOfbeAmmiset Y gns mar ,•_ bet rs - niemor �belowMel.AG. i� Fat Thars t7lapri illt811re_enenn lltlsea . . ." .. :• i' Irma 8 O Mb b fle e�e l of the ime: ••• -• ree�Q fidyEeac Soar de�rae.ai)oEaee Wilke is • •it � ■ee,Mees iYa+a ar L1>aarrrile�1•e�3: .. .• • • E3.. wsaieesgmee flip of ebb)k ❑ .0 • • CI mix*or [j below fie I4AG.. 64. l'opstogegows 41tamichioesymeforapipmentaipakbeflualsollibillz. UTeit 0esap.s Urea.or 0b ow toe HAG. Et 2LbesAOerg Was Seed depth ember iss.eerl4,Isaslspcla. sussloarrorilediesav armament aednsnm?QV= 0'a 0Unknoeeee.Tim load taktatmeetieNtylkis M earecaloSeQonG. aEC110. 11t- oP Rrir boa 'B R ...... yg e + "nt_7r__ The repent'overt er.maeeeilathsesneetespmenni rse.ehecoeerelesB aS,B.wad Elkw R•,r or�ae AO semi ( • isneess arm plq atreheed 'ilb�erdscis�a�eitll��axlEie�soerltioFbf leFbeletasrne)rl+eoMeia4111 Add<eas • lPleele :VP Oro • t -I Signature • •: i7rle -' - • Ciam eefs • i A• •SUCTIONSt-CO I1YI M71 0fl • - • • load drat wen mirth ar • Omer ""' ' - .7 w.* aedim eoe cm compl.l.and dl E e C b_tomato toSapploabliflieer(s)arAmhaw. Check I nmr.weare ntesndbllseesGS.andGS. . G1.W ri 1'riaialoresalleeie Sedan Cwilslante �eelballecter is lenasitheskeea iprdaa3srsiedbyekwnsedas vy�w,,lIJ iser.crsrds a who Ismutoelmd"barlr.1st calk.I... ,.0061.0111 0,.r„10161 WWI*∎Ida ali&aft,aiswasbAds ken OeseseslsanaIn aria 62.❑ A COIMPIPIMIVoilkii UR Oars ireiA hard b2sesA Orhout sRilkem searcasamieselatheastgtiy+sr7_apeAO_ GU.❑ The Orentn f Inlaeaealoee Ohm GI )IS tsessIed>sr e:esueaibtlin 1phie re.grriewlInyp - - I64.Peirolt MOIRE FOS. Dele Pena Nord : . .. FGe. Der Cenlawie C(Cominowneocarancy rand O7 iNs poem b.s tr..reeaseerdleer: a era Ca ,s. D Dreamer - G&ReneYaeatass*Mast loerendadbgt emeeen0afSeebeildrip . _ (Q et. D•msieeen(PR) Daum 0$.BM or d re Zone AO)d.s&eiloodre&Iee brake disc ©W-E3 wrion CPR) • Lust U+istere r emo = - TIN skanene . Dale Commento 0 r1.4.- here 1 ...�.:iu►;:A;l. - - - - 0?-osi o 3 skocA, As- built survey required uired after Framing inspection, before Insulation and Finals. (2) %czot\i,‘ ‘ ‘ ‘ (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. Inspection Report City of Tybee Island 403 Butler Ave. P.0‘, Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No. 4:7( ).--() / Date Requested Owner's Name —5,1-17"--(Dr Date Needed -7/Z- (7.1 Gen. Contractor Subcontractor . 1 ., Contact Number ----j3H1-) 4 Locatioki o Inspector /1 Date of Inspection , 3 7-6, D9 Type of Inspection Pass t,s ,25,5 Fad Ej 4, :74) I tif4, r) (' " ; I it- 1) ) `<t)(4-1-7(-: • ;„ _ • ./: • port s..;‘,:j Island, GA 3 Phone: 912) 786-4573 ext. 114 Fax: (912) 786-9539 C t Date Ftequested ( ? e- Ownt....r's iie Date Needed 03 - Gen. Contract . 54 ,_ Subcontractor MLOJS I Contact Number tr.79 i 7 ?c-7 Location -4) I P a-aa ns p Etch)r Date of Inspection _ Type of Inspethen c_. OLT . Pass jr ,FC2 • . - L.) 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 No. Cd-- 0 S C.) Date Requested 3-(-) Owner's Name Dote Needed 7'1 Gen. Contractor if . n -) Subcontractor CO (5- Contact Number e7q0.-IVWS1 Location Le!)43, 'T Inspector _ / Date of Inspection I / Type of Inspection r Pass iXc 7,9 2. 4 . 1344111 (1E,,$)-1 ( 6) JO+ (-6/\)&:)11-1_4E:f) , 70( ' , 1 ' k • Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 TybeiE-.. Island, GA 31328 Phone: (912) 786-4573 ext. 114 (912) 786-9539 Permit C28-0S20 Date Requested 34Z Owner's Name Date Needed Gen: Contractor /-)11,/ Subcontractor Contact Number //g.--11.) i(f) -21/ Location 3 7 / 1 Inspector '2/41 Date of Inspection I / Type of Inspection ass Fail _ _ I i , ,-, [ - i-- 0'•1 4 i 0• -- i 1' c.•- •,, - . ,-,: !'i ,.:,,:_ .** ._, , ) ',;,:z--•• •;.•:„ ; . .:„...1.:•: 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 No (,) 6)- 0 5- I 0 Date Requested Owner's Name ( ,-Ak cs,o K . Date Needed 2 - ( T- D9 Gen, Contractor 1D:tiLL___r-jr,5 1--, Subcontractor Contact Number L4 1 2 -333 Lt-Ication 3 1- cation ic1 -14-% . L-il2 inspector "1/1 Date of Inspection /6 r, . 01 Type of Inspection 'ITh. (.:A i r-N Pass 12---.-' I 1\)0-4--- • T-2eDv ii) - IDU, f ()-t ■ tc.,- C-3 Fail 0 (- 0. 3, (46"S. ( )li d ) / - sr, Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 ;Plume: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit o (8? - ( ) Date Requested (:„..) 2 (e2 — Owner's Name k Date Needed 0 - Gen Contractor V Lc i Subcovitractor Contact A umber , 3 3 55.) Location -t- -T r- OC1 Inspeftor A / Date of Inspection c& Type of Inspection( - Pass Fail LJ _ - -- - — - 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 Perrnit No. - Q51 Data Requested Owner's Name _ .r-, _2_0*S____ Date Needed - -2- 2 Gen. Contractor_D j • C D Subcontractor Contact Number __ 3o -1 Location ---2) inspector 700 Date of Inspection )\ \Cg? Type of 1,nspection ) p ct 31 f-A fl 087 Pass is Fail El - • `!--`• • • • ` inspection Report City of Tybee Island 403 Butler Ave. PA). Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ex&114 • Fax: (912) 786-9539 Permit No- o _ Date Requested — 12 - 09 Owner's Name Date Needed 0- (113 S 4- Gen: Contractor Subcontractor Contact Number Location —Fer, 41, 5 - Inspector I I Date of Inspection 09 Type of Inspection tAtirldr, ",) , 0 Pass V Fail El . • 7" - • 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 No. C) - 0 Date Requested 0 I --- 0 Owner's Name ) 3 "D Date Needed 0 - 0 9 -0 q D; ers Q..1 Gen., Contractor e_or\S , Subcontractor II C-6 Contact Number Location A Inspector 1 11'1 Date of Inspection i ()(21 „- Type of Inspection p ej Pass Fail Ej TX Result Report P 01/09/2009 08:54 Serial No. CM35228060004 TC: 25579 Destination Start Time Time Prints Result Note Georgia Power 01-09 08:549 00:00:47 9001/001 OK gg Note MIX: Mixed TX,9pnal_TX 11CALL-:OManual1TXnaCSRCZeCSRCtggiFBD:FFEOruFFraMePCraPC-Fax. RLY: Relay, MBB'X: Confidential. BUL: Bulletin, SIP: SIPnFax,FIPAADR:FIP AAddress 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, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. uk.,7i Cam-!= RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC_FAX TO: Lynn Breaaaa 9.4.2=9.4.41 .5.37 Phone 912- '24.44. 9 3•6-2`eloS Gae+ley 30ig- c g- r I Location Address: 3 1 - -_ # Release Date: 01-04-09 o & `e] Type of Release: V/ em p rr y Permanent Subd Name: Electrician: 'R (e G - Electrician Phone Number: <)I z-(3 c.--7 Owner/Saildter: ( (,.s c. tv-.Q S S(n o o Phone Number: 3 54 - Ls S 7 Co Y, --4- _ 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: 0111b-, a tt WI 11 N i J kl RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO: Lynn Brennan 913=94445-37 Phone 912 3' Q 3oc-28oS Soto-2 to'�1b C L - 2'2S Q '- OSIO Location Address: 3 O+r S 4. Lot# Release Date: 01-09-D9 Saw pole) Type of Release: Temporary Permanent Subd Name: Electrician V 5SQ.<< k...(e G • Electrician Phone Number: 71414-t3o'7 OwnerB r: Tc,o inActS s[►► O o J Phone Number: 25-4 - Cosa'? �- 4 eons-4. . 7Vo '1945- 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: CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT 2 sets of iinildiug Ilan I copy ofsurrey showing g',)5 ground t A $turn ele rarions&)food cone GJ 1�� $250 plan deposit Location: 3 -77_ V'C `��_ _ - PIN# OOC_o (p^ 15-' (a NAME ADDRESS TELEPHONE Tom 1 -Liz Itt 3 27E A 7 f- 5T (at2 3� �- Owner }ov1— - 'T?'/3c - 6.01 3/)zO 3e,-313 Architect Vlv l 5 ['fit 11) (ef i2' or Engineer i:%* '� fl t�jll�{� P51-61^ ) 5/32e 7/43 Building J�- Contractor d , (Check all that apply) New Construction ❑ Residential ❑ Other rvSingle Family n Duplex Multi-Family I Commercial Details of Project: •if r �� ., gulp— 4-vv /ct I L O ><1 tir' tv) (4 64,9,1(-) Estimated Cost of Construction: $_ q Construction Type Z (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) • (2) Wood& Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: rj i bv�y L4 Remarks: 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 It #Bathrooms (/2 Lot Area .5 Living space(total sq. ft.) y 33 _ w #Off-street parking spaces it Trees located& listed on site plan b 1 �- Access: k. UA/tS-17 Driveway 21-k.-`j (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) #Stories T7 Height ($4' 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 Se U,'ray(2-A) Re_ G On-site waste and debris containers will be provided by CO-1 h . . Construction debris will be disposed by by means of _i • 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 drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. ` / Date: 7-a5! Signature of Applicant: r 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: dille S a e FEES Zoning Administrator _ ` �/ O� Permit / Code Enforcement Offi G i`� /2 8-08 Inspections q 1Y Water/Sewer jam; / r?" _ o Water Tap Gxs Storm/Drainage L/YZ/)�- Alprlj d- Sewer Stub E,c.S.f,;,.3 Inspections 4iirMt gtr Aid to Const. 46335: City Manager r CC Recovery Ew44‘11 N P $7''19 TOTAL 6 9s7. REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: Project I.D.: Attachments approved by: Date: CITY OF TYBEE ISLAND BUILDING&ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786-4573 FAX (912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: ? TJti1 CJT Owner's Name: 1174\A- 7-1--\(b fc } �-- Address: 3 111. • Contractor's Name: 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. BFE Acknowledged and agreed to this 1 day of N-"- b , 20 '1 Owner/Contractor Signature Owner/Contractor Printed Name • STATE ENERGY CODE AFFIDAVIT • Location of Work: Owner's Name: 1 7M. ,�,�-/ F` tir" Address: Contractor's Name: This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2000 Edition. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 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 be 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 of Occupancy when all inspections have been approved. • 4.i 11 � 1 � b6 Owner's Signature Date Owner's Printed Name Contractor's Signature Date Contractor's Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS • • Location of Work: 3 -jq j V- • Owner's Name: 77F v l" ` � Address: '5 111 T1l �� / ( "J �i�l� - J "'V -- 3 1 3 6 Contractor's Name: NOTE: Any alteration to City owned streets, curbs, sidewalks,waterlines, sewer lines,drainage pipes, catch basins,or other elements of the City's infrastructure,requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Description of alteration: ' A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration,or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements,and certify that I will perform the above described alteration in accordance with these provisions. ON& 7 - \ L \1 --e) e Owner's Signature Date Owner's Printed Name Contractor's Signature Date Contractor's Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer Date Drainage _- Date —_ CITY OF TYBEE ISLAND BUILDING& ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: _ `J Owner's Name: c_,JV L\ Address: 3 ¶` 'J Th" G-DTR :\'1 fo& I 26 Contractor's Name: } 1 C'_f N 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 installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary 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 structure being occupied. The owner/contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Po vin Owner's Signature Date Owner's Printed Name Contractor's Signature Date Contractor's Printed Name Witness's Signature Date Witness's Printed Name CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: 3 7 YJ ' Owner's Name: 1 U■AA. Lt`z Address: Tgi1`.frO ST' t --Y' l , j . '312,TO Contractor's Name: v� C, . \1.P/v7 . List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company HI V W-2/t lkW ( T- T - Business Type ty .42lia-7, A Address \\ ,.)0, J\ Lj \) _ License Number C l2 333-3 . Contact Person \ '-- C >".\-S Phone Number 2. Company c-n U - Business Type riUiG l C-fit- Address License Number ( t Contact Person � ),-)41/4--11 Phone Number `c -507-1 • 3. Company Business Type Address License Number Contact Person Phone Number _ 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. FROM :+.J I NCF HELMLY FAX NO. :912 9253523 Sep. 24 2008 10 :36AM P1 • US_DEPARTMUT pF HOMELAND st�CURm ELEVATION CERTIFICATE I OMB No.1680-0008 _ BORIS February 28,2009 Agency Federal Erneugency National Hood Insurance Pwugia'n Impurbafrt Read the instruction on pages 1-8_ SECTION A-PROPERTY INFORMATION For keorance Campers Use:. Al. : - . • . . - . • ... M '!•. " 1-14.•yes .. A2. Building Street 7 i'a (incising Apt..Unit,Suie,andbr Bldg.No.)or P O.Roles and Bolt Na - Co rneafp NAIC-Number 10 - Ci`''T� `�.E• �.",0..t-a anted aa � q ZIP cede 3 137.,S A3. Property•_.-,. ■ (Lot and : .. Numbers,Taos Parcel Number,Legal DaacTIONn.etc.) Let- en a F A S., oast• Q4 rs 114 6-z. WA-A-0 3 -1 �l lar1 1---.50-04'""1:,0 A4. Willing Use(e.g.,Residereal,Noe-Residential,Addition.Accessory, . ) Is • • - :i PI 1_ A5. LaNkideILongitude:Lat. N 3 Z°.I1D- 1) 7./ tong. ' ''for A • , Hadasr:bti Datum❑NAV 1112 AD 1993 A8. Attach at least 2 plto4a i1apl aflhe building lithe Cerfil tide ie behug used to Obtain food insurance. Al. Building lean N tuber S$ • A8. Far a batik*wilt)a cm*epees or enderswe(ak p rider A9. For a building with an alfadted geaepo p o'.4de: a) Square for ge at craw space ar erictoeuefs) 2$-a°e4 tt • a) Square footage of MIbd%ed garage g'1 8 8 sq l b) No.of pennewent II od openings in f*mewl apace or d) No.of penenawntSood openings In the alfachad-gaage endosum(a)+wile.wain 1.0lootabo a ail uca i grade k I was wiltihl t e Not above a rt grade (( c) Total net ores of flood openings InrAB.b 2 ion c) Total net area dluod openings gs In A9.b sq in SECTION a-FLOOD INSURANCE K NICIi RATE MAP(FIRM)INFORMATION State 81.NFIP commis*Name&Comm*,lkrr1er B-2.County Hears 163' Rte)R —r1 Q *,,•� a 3 c, `4 e. M 114. Number B5_Sulbr " es.FIRM toot••of - . 137 FRY Paned B Flood - 139.Baise Flood BewatIon(s)(Zone 134 14e,1.13 gate n ) Ali �� ) F 1 -24—St.. . 9- 'ate- ea sta Indicate the source of Yoe Base Flood Elevation(BFE)data or base flood depth entered In peal B9.A. 0 FIS PeoWe p1tROI 0 Community Detsioained . • D otter(Desalbe) 811. svotoIe elevators data."used for LIFE in peen 139:0 N13VD 1920 rn lees D Other(Dame* 812. Is the building located In a Coastal Ranier Resources System �O Otherwise Protected Area(OPA)9• • ❑Yes ErNo OPA SECTION 81 LP 4G ELEVATION INFORMATION(SURVEY REQUIRED) ci_ Building ele valons are booed On: Jcansimcian 37rswin9V 0 Sulking Under Conslnalkin• 0 Finished Construction 'A new'Elevation Cep will be teemed perm oweslruo ion ream buila`tg 1s complete: Cl-. Elevations-Zones At-A30,AE.AH.A(with LIFE),VE,V1—WO,V(wits W ),AR,ARIA,ARIAS,AR/A1-A90,ARIAH,ARANO. Complete hems C2.a-g below accardig to the buldrrg diagram apedled in In A7. Benchmark Blitzed to GAr L Vertical Datum L M Fd V/ ' I $S hLI �Q L� Check the meauaemerd used. • a) Top of bottom floor Preluding basement.crawl apace.or endorse loon)..-....__GL. " M ':- ' ❑melons(Punch R1co coy) b) Top of the Wend higher floor M •:: D meets(Puerto Rico only) c) Boa=of the lowest horizontal strucbsat member(V zones o an 0 melons(Puerto Rion only) d) Attached garage(top dam) '3I! :: D mebirs(Puerto Rico oniy) e) Lowest elevate"of machinery or equipment servicing the banding 0 Meters(Posit°Rica only) (Describe type of equipment In Cements) - f) Lowest atlec eot(trished)grade(I.AG) . .. 6 g melons Pub g) Highest� )fl (HAG) ( e Rico eery) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CEWUF1CATION This certification it to be signed-- •treated bye kandeurveyor.engineer.or 4 :.• aashertred by ramie centry elevalien 1nformasofL I certify-that the information on fres(Ammo repvasener/By bee!'eAbrta ie Interpret the(tarn a+oai*Ofe. I understand that any false statement may be punishable by the Or knprisariment under 18 U.S.Code,Sectior31001, , _ :. ' I -k.,,.. Chedc here If comments are provided on back of form. �% a o H T E' • . r . Ile ... L..., License Number .`v-2-. >y 1 Ttk M,Prt-AD 5l�+�vE•�ad . np�n/ 4. rCi. 4"G'o /�K Aadros'/x-.` 'F taSrR... c S'aaJet H.3fe1b4 r, 4c - 4, " Qo•a,i`�C1�. Sinnettite We °?r 24 ti�T ' � '.�sZ3 FM r FEM A Form 81-31,February 2008 See reverse side for continual/n. Replaces all previous editions INVOICE REMIT TO: CITY OF TYBEE ISLAND P.O. BOX 2749 TYBEE ISLAND, GA 31328-2749 PHONE (912) 786-4573 JEFF CRAMER CUSTOMER#: 02-2007 DIVERSIFIED DESIGNS PC INVOICE#: 200810060935 PO BOX 1397 INVOICE DATE: 10/06/2008 TYBEE ISLAND GA 31328-1397 DUE DATE : 10/21/2008 P.O. # . CHARGE DETAIL ITEM DESCRIPTION UNITS TYPE PRICE AMOUNT 006 ‘77 , ENGINEERING REVIEW 0.00 0.00 262.60 .9 ENGINEERING REVIEW FEE SHOOK - 3 TENTH ST *****THANK YOU ***** TOTAL DUE : 262 .60 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisengincAbellsouth.net INVOICE September 25, 2008 Invoice#20601201P0 Brannyn G. Allen r ,f r , Director of Planning, Zoning and Economic Development ``P t r � � ' City of Tybee Island og P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax (912) 786-9539 RE: 04-0006-15-006 v cr$4• Cvs.4 2 0 a1) 3 10"' Street ' LOT 6 SUB OF 61, 62 SHIRLEY PARK WD 3 TYBEE 08-01-08 n.c. File coordination w/City 09-12-08 0.5 hours City Hall w/Shook, Boswell & B. Allen 09-25-08 1.0 hours Submittal review and concurrence 1.5 hours @ $175 = $262.60 Total Due r-, 22O-52 - 12OZ q/02-6149 1 .. t� . 10/06/2008 1:55 PM A/R Open Item Register PAGE: 1 PACKET: 00629 CUSTOMER SET: 02 ENGINEERING SEQUENCE : ALPHABETIC DUE TO/FROM ACCOUNTS SUPPRESSED GROSS/ DISC. DT/ ID DESCRIPTION CODE ITEM DATE DUE DATE TAX DISCOUNT GL POST DT 02-2007 DIVERSIFIED DESIGNS PC 0-200810060935 ENGINEERING REVIEW ER 10/06/2008 10/21/2008 262.60 10/06/2008 DESCRIPTION AMOUNT G/L ACCOUNT ENGINEERING REVIEW 262.60 100 00-32.2990 _= CUSTOMER TOTALS == 262.60 =_= PACKET TOTALS =_= 262.60 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenginc(a,bellsouth.net INVOICE September 25, 2008 Invoice#20601201C Brannyn G. Allen , Director of Planning, Zoning and Economic Development . mss City of Tybee Island _-0 P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax (912) 786-9539 RE: Jack Hall Property, 8A&8B, Ward No. 3, Shirley Park, Tybee Island and #3 10th Street Drainage investigation in area of Shook Property 12- -05 1.0 hours Site visit w/Dee Anderson 1.5 hours Coordination w/EMC, KC and Sladek on report compilation 01-18-06 0.5 hours Report review 01-25-06 1.0 hours Meeting @ City Hall w/Shook and Dee Anderson 02-26-06 0.5 hours Coord. w/Anderson and report review 4.0 hours @ $175 = $700.00 Total Due °1 22.0 - S2- 1202 r� J V I 10- 0 (0 •• S' C e vt S.1.) DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax(912) 352-7787 davisenginc(a�bellsouth.net September 25, 2008 Brannyn G.Allen , Director of Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912)786-9539 RE; 04-0006-15-006 Shook property 3 10th Street LOT 6 SUB OF 61, 62 SHIRLEY PARK WD 3 TYBEE Dear Ms. Allen: I have reviewed the revised plan for the above referenced site by Boswell Design Service, Inc. stamped in by the City on 09-23-08 that I received this morning. 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. I noticed on the plans that the setbacks were noted under Project Information on C-1 to be NA. As stated above setbacks are not addressed in my review. Drainage note#3 on the left side of C-1 states, "The proposed building will have the need of gutters and downspouts to direct runoff." The building plans should reflect this to avoid conflict with these site drawings. On C-2 there are notes calling for depressing the curb at each side swale. As this differs from most plans where depressing curb only occurs at the driveway, I recommend Joe Wilson be advised of this. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that this drainage 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. Sincerely, al4:,/ Downer K. Davis, Jr., P.E. President 2060120B cc: 04.2(0-terr axed -g05 We(( Oop 4-0 C aw.LJ `l!. RECEIVED 09•x3- •8 HYDROLOGY REPORT FOR Number 3 Tenth Street Tybee Island, Georgia FOR Elizabeth Shook Number 3 Tenth Street Tybee Island, Georgia 31328 September, 2008 R Q I -' No.28372 'A.I PROFESSIONAL ft#ki 9- Zo-0 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 9 7 2-1397-69.32 LAHBOSCoBELLSQUTH.NET r l Report '1 HYDROLOGY REPORT For Number 3 Tenth Street Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The existing site contains a residential structure and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project will be the demolition of the existing structure and the construction of a new residential structure with grading and utilities. The total site is 0.13 acres total with the estimated disturbed area being 0.11 acres. The soils in this area have been classified by the Soil Conservation Service as being Cuc (Chipley-Urban Complex). 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: DRAINAGE AREA 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 = 5 MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 5 MINUTES 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 area is displayed below: THE NEW IMPERVIOUS AREAS FOR THE NEW PROJECT WILL NOT CAUSE AN INCREASE IN STORM WATER RUN-OFF. The roof top run-off is directed to swales and then directed to the existing City of Tybee Island drainage system or streets. Run-off calculations accompany this report. Cw Calculations ELIZABETH SHOOK - 1 a TH STREET- CW CALCULATIONS CW PRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.08 AC. PERVIOUS AREA = 0.05 AC TOTAL = 0. 13 AC ( 0.08 x 0.95 ) ( 0.05 x .25 ) / 0. 13 = 0.68 CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.08 AC. PERVIOUS AREA = 0.05 AC TOTAL = 0. 13 AC ( 0.08 x 0.95 ) ( 0.05 x .25 ) / 0. 13 = 0.68 Hydrojiraphs 1 2 Legend IN Runoff • Combined e Channel Reach Diversion Pond Route Project: SHOOK-HYDRO.GPW {DF: SAVANNAH.{DF 2 hyd's 09-20-2008 Hydrograph Summary Report Page 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) (cuft) (Yrs) (ft) (cuft) 1 Rational 0/6 1 5 456 100 — -- -- SHOOK-10TH-100-YEA 2 Rational 0.76 1 5 456 100 — — SHOOK-10TH-100-YEA Proj. file: SHOOK-HYDRO.GPW IDF file: SAVANNAH.IDF Run date: 09-20-2008 Hyd rr=og.raph Plot English Hyd. No. 1 SHOOK-10TH-100-YEAR-PRE Hydrograph type = Rational Peak discharge = 0.76 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.68 Intensity = 8.60 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 3 Total Volume=456 cuft 1 - Rational - 100 Yr - Qp = 0.76 cfs 0.8 7 0.6- ' Cl 0.4 I _ 0.2 0.0 0 5 10 15 20 Time (min) Hyd. 1 Hydrograph Plot English Hyd. No. 2 SHOOK-10TH-100-YEAR-POST Hydrograph type = Rational Peak discharge = 0.76 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.68 Intensity = 8.60 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 3 Total Volume=456 cuft 2 - Rational - 100 Yr - Qp = 0.76 cfs 0.8 0.6- 0.4 / iNNNNNN CI NNN 0.2 0.0 , 0 5 10 15 20 Time (min) Hyd. 2 / 4 / Swale Calculations Worksheet for shook-swale-100 Project Description Flow Element Triangular Channel Friction Method: Manning Formula Solve For: Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 0.62000 Left Side Slope: 4.00 ft/ft(H:V) Right Side Slope: 4.00 ft/ft(H:V) Discharge: 0.38 ft'Is Results Normal Depth: 3.33 in Flow Area: 0.31 It Wetted Perimeter: 2.29 ft Top Width: 2.22 ft Critical Depth: 0.22 ft Critical Slope: 0.01968 ft/ft Velocity: 1.23 ft/s Velocity Head: 0.02 ft Specific Energy: 0.30 ft Froude Number. 0.58 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: N/A Profile Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 ft/s Normal Depth: 3.33 in Critical Depth: 0.22 ft Channel Slope: 0.62000 °b Critical Slope: 0.01968 ft/ft FEMA l{.,vr_? .I r .'.I"40%• 6 'I °y: t I PARK ST I �....,,, i MAP SCALE 1"=500'.,.. , ,_ , ..:'1:-Y La41 r,C { •q«r,e• t- sr,14 1000• �' 500 f'�, , °'"' '». a SA.* ,t 2I t t—OI t----+ 1— FEET mat.. +.V•C ST '�`F. rySTa°,..i.:•:• 1 —t t--t t- I METES • '▪ P - �y{- yy(('' 1Q }�,�t! s R ry� fy} Horse Pen Creek 4 ▪ t r +� F'" �� IrmI 1 b t A 11 n ,. fw,` ?: • PANEL 0213F F P S� . FIRM fi VNrysTy; r r ew.811 �( A ' %'-..'). 7 �• s':•, ',t, ha at FLOOD INSURANCE RATE MAP N, `s wpm ,�. 2s It"t CHATHAM COUNTY, ., ,, .,a,—.„.....----, r.. n GEORGIA ,AI;S H z O ,, ' :�. „ 'm II AND INCORPORATED AREAS rt ti cn Ek�� r r/ { t .r;;� 1111111 PANEL 213 OF 455 F} fF II., 1 YL !t r.'' ' �• (SEE MAP INDEX FOR FIRM PANEL LAYOUT) ZONE AE r F • y.,. , .;•-''• m,°•- •"' tf '-. - - •4 1 CONTAINS: .'�* ... - t4a(EL 1°1.), i p•. a ;, . ttJ r P^•• • hr r,, COMMUNITY NUMBER PANEL SUFFIX y . r f 1, r ZONE AE ,''+ h, 4' !•, i yQ - ' CHATHAM COUNTY 130030 0213 F ` t:*--'_ J E Y, ri'.0 %),,,• ,� f` -r (EL 13) 1101 TYBEE ISLAND,CITY OF 135164 0213 F ''.;,,,se.:', a " ;N/NrTy m'''40... _ r : 1111111 ".• ry"' cF� • ,., ▪ 9r ' ]�` / ` ` q k Notice to User: The Map Number shown below Ilai • . f'` +' , r K '1.Yt• 't -++•' f � should be used when placing map orders; the ` 1 !+K p ZONE AE VIII I Community Number shown above should be s',„.,' , rb V r;j• �`K••t1 + 8, r:" used on Insurance applications for the subject 'h MILLER AVE t R a (EL 14) u!m' community. i c �r '� -re um._ ;. P-.d •s, f '" r -mss .,?tr* t.o .4.-4..r.. �pT t41. R, i. j" `r ' J! 0�.4"i=r:Fn.T MAP NUMBER 13051CO213F { e r t 111111' x r mY �'. " f Y.� r (EL 15) ��,,,,�! °t ` � EFFECTIVE DATE 12•;',42,. 4e ,I, , ! ,tp a P_ -, n •.', <'I"°— SEPTEMBER 26,2008 .: '4 li �.a ;t, ••a �' 32°00'DD Federal Emergency Management Agency 80°50'37.5' ',` 514000m E ZONE VE (EL 15) This le an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On-tine. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at wwwmec.fema.gov 1 0th. Street 60' R/W Wood Porch \71 & Steps ,� 570'30100'1E 400.00' az 0 570"1000-£ A _ 80,00' 4 T. r �� 89.50' ?tti illics4 ` Brick ;► �►# Drive rk p 0 13.0' 1N1111111114 ..�►b* APt•• ' o 4 h 54.0' KA a Dal ° N Wood ( "' z , � o Three Story fence ji ; 4 toa Frame & Stucco 1/4 Residence 4► i IsS ti � Oa O 1 'a Nt t`'m �CiO TWO` tf/ I . oo° Mk, Z 13.0' 54.0k 13.0' ki `r' 1 -4-Wooden Raised tt c,"'>,. cO A/C Pad d •i` - - s - ' xf X \ X k S70'30'00"E 80.00' ---- N70'30'00"W 6' Fence Gt' 400.00' '6' Fence 15'Lane Plat Of Lot 6 Of A Subdivision Of Lots 61 & 62, Shirley Park, Ward No. 3, Tybee Island, 5th. G.M. District, Chatham County, Georgia Also Known As: No. 3 10Th. Street Pin# 4-0006-15-006 FoR: Dr. Thomas E. Shook LEGEND: REFERENCE: e cm, CONC. MONUMENT FOUND e irt` IRON ROD FOUND 1. D.B. 182 F PAGE 16 2. Q.B. 236 E PAGE 263 ACCORDING TO THE FLOOD INSURANCE 3. D.B. 190 Z PAGE 574 RATE MAP 13051C00214 F DATED 4. P.R.B. C PAGE 199 9/26/08 , THE SURVEYED PROPERTY IS WITHIN A SPECIAL FLOOD HAZARD AREA. IT LIES IN ZONE ';AE" ELEV. 14.0 GpRC'1'4 11E10 ' ERROR OF CLOSURE: WF, EREfl FIELD : l/22,358 ¢ SCALE: =20 ANG. ERROR :2"PER ANG. PT. it ADJUSTED BY : COMPASS METHOD .. _ Vincent, elmly PLAT : I/infinity EQUIPMENT: TOPCON GTS GTS236W TOTAL STAT/ON + - 317 DERRICK INN ROAD SINGLE PRISM .4A It SAVANNAH, GEORGIA DATE: August 24, 2009 `` (912) 925-3523 10,91 07-157