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HWY 80_1105 (3)
Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 • • ( Owner's Name /7 ' INTERNATIONAL CODE COUNCIL MEMBER Date Requested Date Needed Gen. Contractor C., )( , • Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection 4 60 H, L,041 1-i vi Pass Fail Fee Inspection Pass El Fail El Fee Inspection Pass El Fail Fee Inspection Pass 0 Fail Ei Fee 0 CITY OF TYBEE ISLAND BUILDING PERMIT THIS PERMIT IS FOR THE WALL MOUNTED SIGN ONLY DATE ISSUED: 05 -13 -2013 PERMIT #: 130297 WORK DESCRIPTION WORK LOCATION INSTALL SIGN 1105 HWY 80 OWNER NAME RLH HOLDINGS LLC ADDRESS PO BOX 99 CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME DOUG BEAN SIGNS INC ADDRESS 1600 DEAN FOREST RD CITY STATE ZIP SAVANNAH GA 31408 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 254.40 PROPERTY IDENTIFICATION # PIN #4- 0026 -03 -006 PROJECT VALUATION $7,800.00 TOTAL BALANCE DUE: $ 254.40 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 Property Address: ! [ 010 US y S° City of Tybee Island, Georgia 912- 472 -5033 or 912-472-5031 - Fax 912- 786 -9539 APPLICATION FOR BUILDING PERMIT —OOH - 03 -bo/ (Check all that apply) ❑ Single Family ❑ Discovery/Tearout 111 Duplex ❑ Footprint Changes - DI Multi- Family units new _ square feet ❑ Commercial units heated /cooled Details of Project: NI?. y 1 nil t �VuLd J Uwkd InlalA Acme' �c■y -. 31Z -Df3 DemolitV of Structure Other Mw (aitinc,lv. Estimated Cost of Construction: $ 11 ►! (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: Listed on National Historic Register or located within a National Historic District? Y / N Buildings older than 50 years may be eligible to be listed on the State /National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. "Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through . Construction debris will be disposed by by means of . I understand that 1 must comply with zoning, flood damage control, building, fire, shore protection and wetland ordinances FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this gerniitted construction. Date: 1 3 Signature of App cant Printed Name ri Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager Sign Ter w,. - '15 -Cqr kji od( 6.15n vi-N( " -7,00 Date 5'-(3 -13 FEES Permit Inspections Cap Cost Rec Water Tap Sewer Stub Eng. Fees Aid to Const. COrre.S TOTAL 4)10 leteXteLti 61 Mailing Address Telephone Home: 7 ate' o9 , 1 Cell: C N'1a46 Owner ��N,,ame� zip `0,1, 1i�ka, 1 - RielkAl , Twin Cii7 611. Architect or Engineer Contractor OA/ WI Yt, &AYtS 1(000 -NA v' �J ��cc��,, ,Rot . SaV • "n• Office: c (v� • NCO Cell: t 'j• Lj'5V (Check all that apply) ❑ Single Family ❑ Discovery/Tearout 111 Duplex ❑ Footprint Changes - DI Multi- Family units new _ square feet ❑ Commercial units heated /cooled Details of Project: NI?. y 1 nil t �VuLd J Uwkd InlalA Acme' �c■y -. 31Z -Df3 DemolitV of Structure Other Mw (aitinc,lv. Estimated Cost of Construction: $ 11 ►! (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: Listed on National Historic Register or located within a National Historic District? Y / N Buildings older than 50 years may be eligible to be listed on the State /National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. "Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through . Construction debris will be disposed by by means of . I understand that 1 must comply with zoning, flood damage control, building, fire, shore protection and wetland ordinances FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this gerniitted construction. Date: 1 3 Signature of App cant Printed Name ri Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager Sign Ter w,. - '15 -Cqr kji od( 6.15n vi-N( " -7,00 Date 5'-(3 -13 FEES Permit Inspections Cap Cost Rec Water Tap Sewer Stub Eng. Fees Aid to Const. COrre.S TOTAL 4)10 leteXteLti 61 LEAD -BASED PAINT RRP RULES Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. After April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. Georgia Environmental Protection Division Lead -Based Paint and Asbestos Program (404) 363 -7026. Projects must be done by a Certified Lead Renovation Firm AND a Certified Renovator When disturbing lead -based painted or coated surfaces or components more than 6 ft2 per interior room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size. * * * * * * * * * * * * * * * * * * * ** Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. * * * * * * * * * * * * * * * * * * * ** BMPs While BMP deficiencies are not necessarily the fault of the owner or his agent, BMPs are their responsibility. Two areas of deficiencies are in the most basic and common BMPs; Co — Construction Exit and Sd1 — Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, Georgia Soil and Water Conservation Commission; http://www.gaswcc.org/docs/field_manual_4ed.pdf. Problems with the Co is not limited to the installation, but to material. The stone will be a representation of 1.5 " -3.5" stone or larger. Type A sediment barriers have been installed where Type C is required and shown on the permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, +ost spacing Type C or A. Signatur Printed Name ceipt of Lead Paint, Asbestos, and BMP notices. 5P /a Date I6511' 13.'75 RECEIVED 1,411 RY ipg, w (1) Single Sided Internally Light- all Mount Sign for West end of Building Using 10% of est End Area `5 sq ft Description Sign 1 Client /Job Date Pawing # SIGNS INCORPORATED Comments customer // Notes APtrowi Date 1600DeenfcpestRd Savannah,CA.31408 91296'¢1900 fax.91296#2900 610 :APak X Vex Nrc.aNSM WITH LW) SINKE TYP) s2 WALL MKfAM} 54611.1 NwAONRY BRK74610CK The drawing and the Idea. and caloapb cnd..d herein are the property (*DOJO BEAN B ,NG andrownotbeccpleddeproducedor ultiedbarywereetouttheevreseed p MIX Wax No IIE CCIIEMN OF MOO/ SOME 11111E !NN Al ONFEI IB 1lf F Ill OF TIE MISTOm. 0 m 4J (a w (1) Single Sided Internally Lighted Roof Mount Sign for East end of Building Using Sq Ft per Linear Foot...Frontage is 52' Sign is 44 sq ft. Description Sign 2 Client /Job Comments /Notes Date Customer Arrmiti Drawing 1 Date 160ODeanForestfd Savmnah,GA.31408 91296¢1900 faz911 9 64 29 0 0 Lighted Cabinet G ALAI Hq a sN+ago?e➢ . ks. �'Ad. Ty% ( * "s METAL ROOF RMZ. l METAL ROOF ,yrs n al diawh1g and the Ide.s anc donc«,ta c«e.r.d herein .,. >M :7 tydDOUGBEANSKIMNG a mynottecq e4r xkiceda ullaldhorytwyvAlhouatascretwod wIdanparrisknolDcagasenagiakia ELECIAIK ea MB DE CONEMN ELIED CAL MACE TO TIE 9111 CN GNPtA 11 TIE avow' CF DE aA1qEL Description . West Bound Client /Job Co,ynents / Notes Date Customer Approml Draviing Date 1 r...4 OCIFIPCIFIIVrEID 1600DeanforestRd. Savannah,G4.31408 9119641900 fax912:964.2900 Ttia drawing and the Ideas and concepts contained herein ere the property of DOUG BEAN SONG NC, NOM not be copied reptarleedor utiaedhmgr wry wMadtee egeeesed wMarpemiaiandeougBeenBt,TMtre Eta SERE MO THE CONECIO OF ELECRICA $1114110 TEE Sal OR OEFW 611E FE5FO1BBIST OF TIE MOM 4 • William Gillespie PIN 4- 0026 -03 -016 Lot 5 PRB 15 -P, Pg. 62 100.33• CATV 'BPN 149 11 Metal Shed �_- 'NDh & -ank 0. m2 p W O 2 Propane Tank — -- ' E XISTING 7'r CUSTOMER PARKING 011 Andrew & JUlie WDde PIN 4- 0026 -03 -017 Lot 6 PR8 15 -8, Pg. 62 Pipe & Cap Found 0.28' North of Line S 84'39'08" E • 3r.Y 18LO - — r■■ I/ Endosu HVAC/ i L 2 "IPFf 26N 8WM 6La Grease Trap 4PLM O HVAC HVAC TIE LotS 15, 16, & 17 1 ,tgry From° e;,.IEbrg 150.57' Volertl'na LaTorre 8114 4- 0026.703 -018 .oL 7 499 15-P, Pg. 62 149.74' uI.eER — ALT - BIKE RACK. DESIGN BY OTHERS DiDne Cornelius, Et A. PIN 4- 0026 -03 -019 Lot 8 PR8 15 -8, Pg. 62 ..— EXPANDED DECK FUTURE PRIVACY TRELLIS Sunda & Charles Brower PIN 4- 0026 -03 -008 Lot 9 Pipe & Cap Found 6PECAN ' j r rE t - - 20P1.10 Lines Go i .1LSERerj I 1 LL I • — — -_ �f Underground EX STING UNSTRI °ED PARKING (TYPICAL) — EXPANEDIDECK 1 _ __1 LP `X 80SEAT DINING AREA 1,066s I,* EF =10.80 9lp 4P 1 ANN �a}N N 84'39'08" Wall Mount Sign Sign 1 — Benchmark Noi in Power Po,e Elev. 7.96 NAV088 0 1a WC Sondra & Charles Brewer & 8114 4- 0026 -03 -007 Lot 18 DB 315 -8, Pg. 707 0 1" Iron Pioe Fo,:na 0.18' South of : me -Q 240' 4 REGULAR ON -STR U.S. Highway 80 — !R W Varies EJdstt Roof Mount Si}ci Sign 2 H.C. SIGN � — PROPOSED BIKE RACKS DESIGN BY OTHERS ee Standing SO PROP_SED H,C, STALL (VAN ACCESSIBLE) N 84'20'20" 109,99' * AVAILABLE DINING AREA AS °ROVII) D 65 DVNER 186 N 2" !Pr VICINITY MAP GENERAL DEVELOPMENT NOTES: Pm: 40024-03422 2 NIe ADDRESS: 1 Rr9 HWY OD EAST 3. TOTAL LAND ACREAGE= 021 AC 4 PROPOSED 1 e%61MG USED; PROPERTY: RESTAURANT S THE SITE IS PRESENTLY ZONED: 02 •, 0450. m COCOM-ea 5000 *0 COM . ro VI"! 6 1 a0 0500 AND (PLA*ARaNE. ADA HANDICAP PARKING DETAIL t. =_t 'E7`ER SITE PLAN 000.00-00 1 OF 1 Printing: Layout Page Page 1 of 1 A4 SAGI9Savannah Area GIS Savonnoh Area Geogtophic Information System 1 t I ••1:i — - - - 1.----_:L-' 1 .5.:1 1B1 L U.S. Hict.iv.rAy 0 .1= 100ft 1 ! - - - ;JO - 1111 , 0.1 1 i‘.7r2 2 f 3 — - - - - - - _ _ _ Owner: RLH HOLDINGS LLC PIN: 4-0026 -03-006 Property Address: 1105 E US HIGHWAY 80 Zoning: C-2 Flood Zone: AE Aldermanic Code: Unincorporated Chatham County 4 Commissioner Code: Patrick K. Farrell Phone: 912-355-6699 Voting Precinct: 4-10C Elementary School: HOWARD ELEMENTARY Middle School: COASTAL High School: Islands Zip Code: 30471 Neighborhood Code: 20500 Calculated Acreage: 0.30542156 Land Value: 325131 Building Value: 204553 Real-estate Value: 529684 Sale Price: 750000 Sale Month: 12 Sale Day: 30 Sale Year: 2011 Legal Description: LOTS 15, 16, 17 BLK 10 GDN WD Property Card: Click Here owered by Bmaryeas http://www.sagis.org/app/NET/print.aspx 04/03/2013 v Property Address: (105 1-(t1 So City of Tybee Island, Georgia 912 -472 -5033 or 912 - 472 -5031 - Fax 912 - 786 -9539 APPLICATION FOR BUILDING PERMIT ❑ Single Family ❑ Duplex ❑ Multi- Family units ❑ Commercial units Details of Project (Check all that apply) ❑ Discovery/Tearout ❑ Footprint Changes — new _ square feet heated /cooled Demolition of Structure Other ,` t(JI IA_ < .'lep1act, w� Estimated Cost of Construction: $‘1041111P0' (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: Listed on National Historic Register or located within a National Historic District? Y / N * Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. * Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through . Construction debris will be disposed by by means of . I understand that I must comply with zoning, flood damage control, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by thi J.er itted gpnstruction Date: 13 i Signature of Appli nt: 11 Printed Name IU JANINA Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager Signature Date FEES Permit Inspections Cap Cost Rec Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL 1 3 Name Mailing Address Telephone Owner XL 1 v(d(n s (.1.(- VI S tiYi y12« 124 FI/S- AtenwTwin Ciitr, 6-R. Home: —j&o q��((.sscl Cell: Ci tGlzts� Architect or Engineer Contractor rI 13up,5 r Rick) 'Dean i ��r�(�. S :t 3i4C� Office: q5. Cell: ((57-6i 6D ❑ Single Family ❑ Duplex ❑ Multi- Family units ❑ Commercial units Details of Project (Check all that apply) ❑ Discovery/Tearout ❑ Footprint Changes — new _ square feet heated /cooled Demolition of Structure Other ,` t(JI IA_ < .'lep1act, w� Estimated Cost of Construction: $‘1041111P0' (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: Listed on National Historic Register or located within a National Historic District? Y / N * Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. * Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through . Construction debris will be disposed by by means of . I understand that I must comply with zoning, flood damage control, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by thi J.er itted gpnstruction Date: 13 i Signature of Appli nt: 11 Printed Name IU JANINA Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager Signature Date FEES Permit Inspections Cap Cost Rec Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL 1 3 LEAD -BASED PAINT RRP RULES Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child - occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. After April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. Georgia Environmental Protection Division Lead -Based Paint and Asbestos Program (404) 363 -7026. Projects must be done by a Certified Lead Renovation Firm AND a Certified Renovator When disturbing lead -based painted or coated surfaces or components more than 6 ft2 per interior room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size. * * * * * * * * * * * * * * * * * * * ** Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. * * * * * * * * * * * * * * * * * * * * * BMPs While BMP deficiencies are not necessarily the fault of the owner or his agent, BMPs are their responsibility. Two areas of deficiencies are in the most basic and common BMPs; Co — Construction Exit and Sd1 — Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, Georgia Soil and Water Conservation Commission; http://www.gaswcc.org/docsifield_manual_4ed.pdf. Problems with the Co is not limited to the installation, but to material. The stone will be a representation of 1.5 " -3.5" stone or larger. Type A sediment barriers have been installed where Type C is required and shown on the permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) withou pacting the second one. The complete assembly and installation must be compliant; steel or wood pos :, p•: .pacing, )pe C or A. zit/3// 3 Signatur '7r-ceipt of Lead Paint, Asbestos, and BMP notices. Date , Printed me 3 20 Tall 6' �►1iSli w 000111\1 11\11. d� ' Gfld4 �fln an soiNi 5k4-4^— V, L , 4/4I> 8 X8"X3/8', .349 ?,-LL, MSS TU9E STE EMBED COLD FROM BOTTOM FOOTING (TYP.) 0 6' 6or General Notes: — 1. NOTE. This report e^a Wishes me minimum requirements for wing Wail era Ulllly for Ma sign column and Mendelian design and square !Outage of signs as specified m MAI. no drawing attached. 5rgn board and lace desigr, s cy nlaW.MIau-. 11 c 440 0W414, corl.a.`tm, and sign mara,'aolurer s exp.-0)1.11y l0 p'o'nds 0150 .hce at:ae,10 -1. ma.mais. and cuns15a:hbn 4a.:m,ques. w•lc4 comply with 2009113C with Georg,. 04n•rd10ms. tequreniones Ion lee slated wind 50 oelty 2 Constrechon Omwng 54004091056 a. Basic wild Speed V • 130 MPH 43 sebcn0 4.14 b W.rd Exposure • P. c. wad 66060arce Facie,. I = 1.9 d. Occupancy ClasslOcalron. Category 11 0. internal Pr055ee Coeacwa. Cpl • N(A 3 Wald pressures are determined 1a rg the criteria In ASCE 1-05. a. Sign Heigh 0 020 8. Kb • 108: Kd • 0.85. b. Figure 6.20. Solid Fteesia'4dng Wets ant Solid Sgns; Aspect Rahn. &s • Cod' .75. Clearance Nabo, sib • 8120• • .4: CI. 1.8 fa Case ABB: c Rued atruclure. gust lacier G • .85. d. Velocity Pressure • 9h • 800256 Ks ' Kat • xd • in • I • 0.002 0.85' 130'2' 1 0 - 39.7 psi h e. Factored Wed Pressure• P,• oh•G'Ct•gh•.85' 1.8>: 1 Wed Force on Sign•F•P'As P'51112.5254lb g, Column Moment at Grade •F• h•F' 18.4'• 53.7 a. Design. del mane. tabd4ld1on, and emotion shad oordann to the `' . speciscalions. 5. IBC 2009 07th Georgia amendments. ASTM specification. AC Amo9can Welding Society 6 • • Werdeng In Bulldog Coral for Design. P04404i00. and E -• of Semiarid Steel tr But 5. Materials of co4404100 idn. (UN � : NM Wad.) a. 56,01081 steel shell b St0adturd steel c. Structural alianinun minimum. d. Shuclural piping shall be .A - , . - B. Type E or S,Fy• 35 kei. e. Anchor bolts shall beA30 :;n,afu ICAItyp l coney .nut War.. wiy,e0.,,, I•rr'r:.lr „[< S r,nn:0n,nre v,ab 21(Y..IH:; �..v QM, Of to, ...ewe . I.nrA'.IDo 5(5444,411 c 4410101,44,. 4/50041011 Ma1or In case d �.l4lL i1 �u•lutu reyufemdrs. 10cpea wcr( 011. uur,aSp0na504» Guru: Watt OISOSWAY P0•'5040 5e. O{ 0° leo �� Ste �a�n 6 \� tom`"" at r�1a 14 24' DIA OR 30' DIA. X 7 OR 36' DIA. X CONCRETE C FOUNDATION A80,1'0 pppe, Fy 1!;48k!L 508053; 8081, or eg0,d0M. Fy • 1. Coo action bolls shell be A g. Reber snae be Grade 80. h. Concrete shall be 2550 pal a. Design ani fabrication acc0101ng p D1.1. b AWS 0149eadm requires Ur ell s c. E70701010514odes 1ooS11AW p tl, F7X -E700( 640050 es for SAW p400 5011 type and Conditions must be veiled by l0- . • to assure mminum bearing_ capacity c12000 pal and nartirman lateral bee city 41 200 psi per lorsotdepin. Y !here 6 a quesllon above beamg capacity. a a•.. lest must be p040106ed. 9 C ntraeta shall 40'110 as dimensions and cora:me u In tiff Sell before erect.on and 044,01 the ergrnee' otany discrepancies. . 10. Sign Column Pending, S tut l Fit lif' 53.7klp.8 /16ksI /.6 =23.32,03 a 8'x8'0348 "...349 w>i HSS 'libel Steel 5•24.5 1013, OK 11. Foundation Oa.9n»rc a. D'ulsd Shan Foundation: lax .537 kips 1. 2r-0nax8'0' deep 0R30'ola x 7"O' deep OR 30' Ma x 7-0' deep concrete ratsSo0 15.srdali0n. Catular04 using FOOT Brans method m sand god mth 30 degree diction angle or clay With 1003 pet sheer strength Every effort has been made to identify code violations, no oversight by the reviewer shall be construed as authority to violate, cancel, alter or set aside any applicable codes or ordinances. The review and permit should not be construed as a warranty or guarantee. Do Vicki's On Tyb LOCATION OF SIGN: Tybe0 lalend. GA 31328 Mark Dlsoaaesy P.E. P.O. BOX 586 Lake CNy, Florida 32050 Phone: (386) 754 . 6418 Fax; (386 en9IM - nearing.c0m _ ; „: --Web Sfle: www.mysig nenp100Srin9.com PRIMED DATE Ma a.. 29, 2013 DRAWN BY. flaky/ Ooosway CHECKED BY; Mak Dieosray P.E. FINALS DATE: 2701.,13 JOB NUMBER: 1303082 DRAWING NUMBER S -1 OF 1' SHEET 411 coy er�ction mac 1� 1 "V be Intr 1 auoa;h SOW and S#s G is Amendments � RE E� geviewed BY NoTeio JYate 4 ( 3 General Notes: 1. NOTE: This report establishes the minimum requirements for wind load stability for the sign column and foundation design and square footage of signs as specified in outline drawing attached. Sign board and face design is by manufacturer. It is the owner, contractor, and sign manufacturer's responsibility to provide sign face attachment, materials, and construction techniques, which comply with 2009 IBC with Georgia amendments, requirements for the stated wind velocity. 2 Construction Drawing Information a. Basic Wind Speed, V = 130 MPH (3 second gust). b. Wind Exposure = D. c. Wind Importance Factor, I = 1.0. d. Occupancy Classification, Category 11. e. Internal Pressure Coefficient, Cpi = N/A 3. Wind pressures are determined using the criteria in ASCE 7 -05. a. Sign Height = <20 ft, Kz = 1.08; Kd = 0.85. b. Figure 6 -20, Solid Freestanding Walls and Solid Signs; Aspect Ratio, B/s = 6'/8' = .75; Clearance Ratio, s/h = 8'/20' = .4; Cf = 1.8 for Case A&B; c. Rigid structure, gust factor G = .85. d. Velocity Pressure = qh = 0.00256 * Kz * Kzt * Kd *V2* I = 0.00256 * .1.08 * 1.0 " 0.85* 130 "2* 1.0 = 39.7 psf e. Factored Wind Pressure = P = qh *G * Cf = qh " .85 * 1.8 = 60,8 psf f. Wind Force on Sign= F =P *A= P* 54 112 = 3264 Ib g. Column Moment at Grade = F * h = F * 16.4' = 53.7 kip.ft 4 Design, detailing, fabrication, and erection shall conform to the following specifications: 5. IBC 2009 with Georgia amendments, ASTM specifications, ACI -318 for reinforced concrete, American Welding Society Code for Welding in Building Construction, AISC Specification for Design, Fabrication, and Erection of Structural Steel for Buildings, 6. Materials of construction: (Unless otherwise noted.) a. Structural steel shall be A -36. b. Structural steel tubing shall be A -500, Grade B, Fy = 46 ksi. c. Structural aluminum tubing shall be 6053, 6061, or equivalent, Fy = 20 ksi minimum. d. Structural piping shall be A -53, Grade B, Type E or S, Fy = 35 ksi. e. Anchor bolts shall be A -307. P f. Connection bolls shall be A -325. %rv�i Jr, I g, Rebar shall be Grade 60. T�;e it)° din tf{? � m3J3t 7 �41y" h. Concrete shall be 2500 adttioil ne��� ' 7. Welding... � f't7ttrnents O)` (�'gfii�1� a. Design and fabrication according to AWS D1.1. b. AWS certification required for all structural welders. c. E70X( electrodes for SMAW processes. d. F7X -E)00( electrodes for SAW processes. 8. Soil type and conditions must be verified by the contractor to assure minimum bearing capacity of 2000 psf and minimum lateral beating capacity of 200 psf per foot of depth. If there is a question about bearing capacity, a soil test must be performed. 9. Contractor shall verify all dimensions and conditions in the field before erection and notify the engineer of any discrepancies. 10. Sign Column Bending, S = M / Fb / sf = 53.7 kip.ft / 46 ksi / .6 = 23.32 in3 a. 8 "x8 "x3/8 ", .349 wall, HSS Tube Steel 8=24.9 in3. OK 11. Foundation Overturning a Drilled Shaft Foundation: Mx = 53.7 kip.ft i. 24" dia x 8' -0" deep OR 30" dia x 7'-6" deep OR 36" dia x 7' -0" deep concrete caisson foundation. Calculated using FDOT Broms method in sand soil with 30 degree friction angle or clay with 1000 psf shear strength. CERTIFICATION. I hereby certify that this wall sign attachment demonstrates compliance with 2009 IBC with Georgia amendments to the best of my knowledge. LIMITATION: This design is valid for one sign, at specified location. In case of conflict, structural requirements, scope of work, and builder responsibilities control. MARK DISOSWAY PE -17848 March 29, 2013 SEAL Doug Bean Signs, Inc. Vicki's On Tybee LOCATION OF SIGN: Tybee Island, GA 31328 Mark Disosway P.E. P.O. Box 868 7 Lake City, Florida 32056 4 Phone: (386) 754 - 5419 Fax: (386) 269 -4871 Email: engineer @mysignengineering.com Web Site: www.mysignengineering.com PRINTED DATE: March 29, 2013 DRAWN BY: David Disosway FINIALS DATE: 27Mar13 CHECKED BY: Mark Disosway P.E. JOB NUMBER: 1303082 DRAWING NUMBER S -1 OF 1 SHEET 6' 411 construction must comply w, The international Building Ca Edition an/ nd state of qdi ViehrS on Iyhee Steak SI Seafood WELCOME L TO TYBEE ISLAND Internally Lighted Sign Zoned C -2 (150 Linear Foot Frontage) Allowance: 50 sqft w/ 20' Height Sign: 48 sqft w/ 20' Height 20' Ta l I ' ALUH1NUN <F 1Afliic- si Re 'stWN (nN') 31496w /cum) Tow SWAB frm pas A$Fuop rapcWMHT 6Avpi.eMc -r Aco.te..AoNar tram ?Fq+T ToKoe -somr) �$ZF�pT�'ANR4YL AearA ) O 0 0 wr. o of NON Description /Job Comments / Notes 1105 U.S. Highway 80, Tybee Existing Sign To Be Removed And Discarded New Sign To Take Its Place Date DraWir4 # fqSIGNS CLd tome' Approwi Date t#vCC]RPQR ATEO 160DDeanfarstR4 Savam*GA.37408 912964.7900 Fax.972964.2900 This drawno and the ideas and corcepts contained heron are the crony or DOUG BEAN 9Ci1SNC, enema/ not be copied reproduced or tribecroenyoeyoilhottlheocpressed SI M S SERecE AM! SE COME000f TECTMCAL SOME TO TIE SIfM CO ONTO STIE RESPOOSISITY t TIE SPEER 20'Tatl t ca i �' h The Anita comply Code T he National et tir C Gaor L._dition and State n'e'ndments r1`coi:f ;fir. The Irate xr n rr7U d St lrion rn�tr�nal �uldi mende dS State of owe 8 "X8 "X3/8 ", .349 WALL, HSS TUBE STEEL EMBED COLUMN TO 6" FROM BOTTOM OF FOOTING (TYP.) N �l rs SKI 0, L , 1-1-re-c) AIN10 Te sTep 24" DIA. X 8' -0" DEEP OR 30" DIA. X 7' -6" DEEP OR 36" DIA. X 7' -0" DEEP CONCRETE CAISSON FOUNDATION 20 Tall 5, fns Statlot�s etr4c 6 comp! i t1ot+ and State Code-_ , �E tnendments of �jOQra. iVD g•10,1 Salo -i' E u +L. - 1sZEiD AND °msstac) X3f8', .340 WALL, HSS TUBE S COLUMN TO 6' BOTTOM CF F e t ;� G?TYP.) General Holes. y 3 1. NOTE. Thus report pxaWshes the minimum requirements for 111 ad SUblllry for Ito 04n column and foundation design end square !Outage of signs as specified in /ulInp dnwlnp agacnod. Syn beard ml:f lace dC.lgr. flo wale, curl:octet.an3 sign maufeclunes nx,peralbi Hy Ill Fo'nde •§n `ace WC"•'w "i n,alunals, and consl:.chw, fOctrg' . v,f ich comply W lh 20'09 /601au, GcaS.a ate• James. r y.Novnon1 /0 the slated wild tefoCI15 2 1Malmc100 O,awn) Mcrmolion a, Oasis Wa91 Sprad .'. 120 MPH 13 second gwb 5 W nd ExpOnite • D. W,rd Importance Factor. 1. 1.0 9. Occupancy Clots /100an. Calepoy II O. PUMA Pr0115 •3 CoeaOlent. CCi • WA 3 Wind pressures are 091039ned tang iho canna In ASCE 7.00 a. Sian H,90 = 420 ft KS • 108: lid • 005 b Figure 6.20. Sobel Fareslan/ln9 We Is and Solid Sgns: Aspect Ratio. 9n • 6',8" = .73. Clearance Hai3O. 115. 8'/20' ..1.01. 1.8 b• Case A68. O. Rlgd Mosel ire. goal factor 0 • .85. 9. Velocity Pressure. ph• 000256• Kz Kzt • Kd_ VI' 0.85' 1391 ' 1 0. 39.7 psi e. Faclooed Wed Pressure• P,•qh 'G'C1. qh' 1 WO300,ceon5gn•F •P•A• P'5182• 9 Column MOmerl at Grade •F' h•F' 104'• 53.7 4. Desig, deleting. tlbelCeli, . , lien shall ecate n to the /•1' (1::0 /030 un+y.r„4mv,n, a0prnn.i . t I'r n, ei pi, .a,Nndq✓ .0l1i,l'I0N 11.n 444,0 lcr ,urn , ,c ,,tie mo l or In d•Cal :weerntnts s ne Orw<fa . u,, r r .asp , tit 8s emted NARK DISOS WAY PE-:7e.E Mach 29.2013 SEAL Bean Signs, Inc 5. IBC 2009 •tlh emerge e Aflame. WelOi g Socr'ty C fee 3e019n. Fandcation. and E e Meledal, of coralrucb3,. (Uri' a. Sbucesd steel ghee 6 &mea t steal Mena c. SbuduW .0,r/ro10 minimum Sduclural piping shall he hoc bolls shall beA3 bolls seal be shall be Gram 8g. 9 shall 65 2500 pa ASTM (000,10 hole. ACI3 Wale ng In Bilking CauluW el Structural Sleet b<0Wltli m+se roped.) 00300. Grade a. Fy • AS ks 510003,0061,00090000 8053. 0081, E. Type E or S. Fy •3 ie‹)d° le‘ 24' DIA. X 6' -0' DEEP OR 30' DIA. X 7' -6' DEEP OR 36" DIA. X 7'-0- DEEP CONCRETE CAISSON FOUNDAT( aN and 3bnseho0 occurs, - W0131.1 ceslllcallen readied b• all trial welders. electrodes ix AWN pr )000 electrodes b SAW pr and condemns rent be .;;_ _" ntladIX to asaiae mmen= beaong achy 012000 PI 41•0 mots capacity o4200psi per We ofdepth.n there is a question about lardy. a soil lest must be perbmled. 9 CooI,00ta shag wally se dimensions and conditions in the field before oreacn and notiy the engineer of die cepanc/S 10 Sign Column - bending,S• N- /Fb Iof= 53.7dp.8/46 ks1/ 8 = 23.32v3 • •a. 8'08'(3/9, .349 wall HSS —bee Steel 5 =24.9 Ina, OK Foundation Csenum1ng a. Piled Shell Famish.: Ma • 537 kiph L 24' dm 08' 0• deep OR 30' die Y. 7$' Deep OR 36'dea7-0'0090 concrete caisson bonsenee Ce•culaed wing FOOT Blinn method ei sand sod win 30 degree '0clion angle or cloy valh 1000 oaf she0' 351913115 EW FOR CODE COMPLIANCE LOCATION OF SIGN: Tybee island, GA 31328 Mark Disoawny P.E. P.O. Box EUE Lake CNy, Florida 32056 Plane: (386) 754.6419 Fax; (386) 269 - 4871 Email: anglneor@nsysicrenginsering.com Web Site: www.mysig rte nginserin9, eom PRIMED DATE- Ma...1129. 2013 DRAWN BY. Dam! Dnu1way CHECKED HY: Mat Disarray P.E. Every effort has been made to identify code violations, no oversight by the reviewer shall be construed as authority to violate, cancel, alter or set aside any applicable codes or ordinances- The review and permit should not be construed as a warranty or guarantee. FINALS DA 270.003 JOB NUMBER: 1303082 DRAWING NUMBER S -1 OF 1' SHEET 1 %PP tO A+c �ar t Odo -g dm dtake QO8 o t a rOots Reviewed By Dste 4 15 General Notes: 1. NOTE: This report establishes the minimum requirements for wind load stability for the sign column and foundation design and square footage of signs as specified in outline drawing attached. Sign board and face design is by manufacturer. it is the owner, contractor, and sign manufacturer's responsibility to provide sign face attachment, matenals, and construction techniques, which comply with 2009 IBC with Georgia amendments, requirements for the stated wind velocity. 2 Construction Drawing Information a. b. c. d. e. Basic Wind Speed, V = 130 MPH (3 second gust). Wind Exposure = D. Wind Importance Factor, I = 1.0. Occupancy Classification, Category II. Internal Pressure Coefficient, Cpi = N/A 3. Wind pressures are determined using the criteria in ASCE 7 -05 a. Sign Height = <20 ft, Kz = 1.08; Kd = 0.85. b. Figure 6 -20, Solid Freestanding Walls and Solid Signs; Aspect Ratio, B/s = 6'/8' = .75; Clearance Ratio, s/h = 8'/20' = .4; Cf = 1 8 for Case A&B, c. Rigid structure, gust factor G = .85. d. Velocity Pressure =qh= 0.00256 *Kz•Kzt *Kd *V2 *1 = 0.00256 *.1.08 *1.0* 0.85 * 130 *2 * 1.0 = 39.7 psf e. Factored Wind Pressure = P= qh *G *Cf= qh *.85 *1.8= 60.8psf f. Wind Force on Sign= F =P *A= P *54ft2= 32641b g. Column Moment at Grade = F • h = F * 16.4' = 53.7 kip.ft 4 Design, detailing, fabrication, and erection shall conform to the following specifications: 5. IBC 2009 with Georgia amendments, ASTM specifications, ACI -318 for reinforced concrete, American Welding Society Code for Welding in Building Construction, AISC Specification for Design, Fabrication, and Erection of Structural Steel for Buildings, 6. Materials of construction: (Unless otherwise noted.) a. Structural steel shall be A -36. b. Structural steel tubing shall be A -500, Grade B, Fy = 46 ksi. c. Structural aluminum tubing shall be 6053, 6061, or equivalent, Fy = 20 ksi minimum. d. Structural piping shall be A -53, Grade B, Type E or S, Fy = 35 ksi. e. Anchor bolts shall be A -307. f. Connection bolts shall be A -325. Reber shall be Grade 60. Concrete shall be 2500 psi. 9. h. 7. Welding... a. b. c. d. Design and fabrication according to AWS D1.1. •4# �� Wit AWS certification required for all structural welders. orti%i E70)0( electrodes for SMAW processes. F7X- EXXXelectrodes for SAW processes. 8. Soil type and conditions must be verified by the contractor to assure minimum bearing capacity of 2000 psf and minimum lateral bearing capacity of 200 psf per foot of depth. If there is a question about bearing capacity, a soil test must be performed. 9. Contractor shall verify all dimensions and conditions in the field before erection and notify the engineer of any discrepancies. 10. Sign Column Bending, S = M / Fb / sf = 53,7 kip.ft / 46 ksi / .6 = 23.32 in3 a. 8 "x8 "x3/8 ", .349 wall, HSS Tube Steel S =24.9 in3, OK 11. Foundation Overturning a. Drilled Shaft Foundation: Mx = 53.7 kip.ft i 24" dia x 8' -0" deep OR 30" dia x 7-6" deep OR 36" dia x 7' -0" deep concrete caisson foundation. Calculated using FDOT Broms method in sand soil with 30 degree friction angle or clay with 1000 psf shear strength. CERTIFICATION. I hereby certify that this wall sign attachment demonstrates compliance with 2009 IBC with Georgia amendments to the best of my knowledge. LIMITATION: This design is valid for one sign, at specified location. In case of conflict, structural requirements, scope of work, and builder responsibilities control. MARK DISOSWAY PE -17848 March 29, 2013 SEAL Doug Bean Signs, Inc. Vicki's On Tybee LOCATION OF SIGN: Tybee Island, GA 31328 Mark Disosway P.E. P.O. Box 868 Lake City, Florida 32056 Phone: (386) 754 - 5419 Fax: (386) 269 - 4871 Email: engineer @mysignengineering.com Web Site: www.mysignengineering.com PRINTED DATE: March 29, 2013 DRAWN BY: David Disosway CHECKED BY: Mark Disosway P.E. FINALS DATE: 27Mar13 JOB NUMBER: 1303082 DRAWING NUMBER S -1 OF 1 SHEET 6' WELCOME TO TYBEE ISLAND Description /Job Date Drowrg # -1,:ilPign Client Comments Customer / Notes Approval Date notion rnu3t oornpky with, BUrQ e 'The International EdItiOn and State of Georgia _Amendments Internally Lighted Sign Zoned C-2 (150 Linear Foot Frontage) Allowance: 50 sqft w/ 20' Height Sign: 48 sqft w/ 20' Height 20' Tall V15.1.4 I '47er' ' V5,6rt-E Pm.) ALUM,1404 1,Nr-ist4i4 (re0 3fras ste /Palos') -ram, nenote teas Fes. ttetre r SqnerStserney- C'VLS MOUNT 6161464304E-F. ftt-E re (SST riilmtseiesr) rosth_.(e) •Ve ?the FOtheeresJPonet. 1105 U.S. Highway 80, Tybee 01 0-1 0 ffmiammri-,a-aix 4;41,49,01viET raagN Existing Sign To Be Removed And Discarded New Sign To Take Its Place IINCORP.IDRATEID 1600Dean forest Rd. Savannah,CA. 31408 912-964-1900 Fax.972-964.2900 This drawing and the ideas and concepts contained herein are he property DOUG BEAN SOC. WC. areftrray Pet ba coped, reproctapect or toasetrreery way vathoa theecressed malespernissionothloupSeenacrslrc. EICTREA SEDifiCE 42, DE COM= Of EIJECTRal BM 1011001010 DSO DE RESFEEDDITI Of DE mous 20' Ta I I WELCOME TYRE I LAND Ali etog}ray. lomAly EcVtion end 41 "'htt e � f, f61 of G�3P } �� 3 gib oor7i f � �* m a, Georgia r►a iQn�f7o �� 8 "X8 "X3/8 ", .349 WALL, HSS TUBE STEEL EMBED COLUMN TO 6" FROM BOTTOM OF FOOTING (TYP.) ND-a= (C-�N �F tr4 eL 1 U L 24" DIA. X 8' -0" DEEP OR 30" DIA- X T -6" DEEP OR 36" DIA, X 7' -0" DEEP CONCRETE CAISSON FOUNDATION n Dianne Otto From: Angela Bean [angelabean @dougbeansigns.com] Sent: Wednesday, April 03, 2013 11:06 AM To: Dianne Otto Subject: Re: Vicki's sign Attachments: Vicki's application 001.jpg; Vicki's application 2 001.jpg; Vicki's Attach Details 001.jpg; Vicki's Attach Details 3 001.jpg; Vicki's Attach Details 2 001.jpg; Vicki's site plan 001.jpg; Vicki's Site Plan 2 001.jpg; Vicki's Sign mockup 001.jpg I think this is everything...see attachments and highlighted details THANKS and have a great afternoon Angela From: Dianne Otto Sent: Thursday, March 28, 2013 4:38 PM To: 'Angela Bean' Subject: Vicki's sign Angela, It would be required that the existing fr •standing sign at Vicki's bejmoved if this application is approved. Please confirm that will occur. Is the expense to , •move the existing sign;nccluded in the $12,000? The new sign will replace the old sign and „ -,t cost is include the $12000 Please confirm "Lighted" means internally. Y etail attached. Sign location page is illegible. Please indicate the , , ific proposed location of the sign on the attached survey. Is the location on private property or the right-of-way? ched (in same place as old sign) Does "20' Tall" mean from grade to the top of e sign? Yes Page S-1 — Very difficult to read this fax. when they do the plan review. Wind Have new details from the enginee downsized full copy and a copy and I'll have someone bring it. u may want to scan and email so Chatham County can read this fine print ed needs to be 130. Tybee's Wide Exposure is "D" not "C ". at meet the 130 windy eed but, of course, they are only in 11x17. I attached a ach side of the original let know if you need the stamped original you. Attached is a revised per ' application. Please complete and submit page 2 for the Vicki's sign. Pages 1 and 2 need to be submitted for fu e projects. New one attached Thanks, THANK YOU Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 1 Sign Location Highway 80 William Gillespie PIN 4- 0026 -03 -016 Lot 5 PR8 15 -P, Pg. 62 100.3 ;' o 4 Metal Shed Well & Tank Propane Tank CATV Andrew & Julie Wade PIN 4- 0026 -03 -017 Lot 6 PR8 15 -6, Pg. 62 Pipe & Cap Found 0.26' North of Line i Valentina Lotore PIN 4- 0026 -03 -018 Lot 7 PRB 15 -P, Pg. 62 - `_ - S 84614',39.08" E 149.74' law OTN ra _ �4A9 8 Crsaso Trap 1M ALT - BIKE RACK. DESIGN BY OTHERS Diane Cornelius, ELAI. PIN 4- 0026 -03 -019 Lot 8 PRB 15 -P, Pg. 62 EXPANDED DECK FUTURE PRIVACY TRELLIS Sandra & Charles Brewer PIN 4- 0026 -03 -008 Lot 9 Pipe & Cop Found 0 IA 1 pumPster 111 �£nc4esu HVAC, I X EXISTING rw 4N+ V I NON-CUSTOMER' ,.,� I PARKING ICp 1 I SP ! y. o4e1 t Po�rt,Dn P f n o � o 16 T t N 84'39'08' 1' 4 REGULAR ON -STR 3d Sondra At Charles Brewer PIN 4- 0026 -03 -007 Lot 18 08 315 -8, Pg. 707 1" Iron Pipe Found '0.18' South or Line N 84'20'20" W 109.99' 11'1. Benchmark Roil in Power Pole Elev. 7.96 NAVD88 U.S. Highway 80 — R/W Varies E°- olroaLm 0111. __ PP IRF N 2- I61 VICINITY MAP GENERAL DEVELOPMENT NOTES: 1 P11: 4002403022 2 SR 402000: 1109NM !OEM a TOTAL LNID ACREAGE. 02140 APROPOSED 2EXDTNG 01E OP PRCPet16. PFSSAURA10 3.6HE VIE I3PRESENILY 201.£0 C2 PROPOSED H.C. STALL (VAN ACCESSIBLE) —H.C. SIGN PROPOSED BIKE RACKS DESIGN BY OTHERS 00 AVAILABLE DINING AREA AS PROVIDED BY OWNER . Y�s+Ai 000 co exiNP 4!0 rmraw TO a MAUI UI VtDrlAMn[ ADA HANDICAP PARKING DETAIL .. T r., 000-00.90 1 OF 1 3 tr OHL ON-STR ET Dianne Otto From: Bubba Hughes [BHughes @cbrhlaw.com] Sent: Monday, May 06, 2013 9:38 AM To: Dianne Otto Cc: Tommy Branch Subject: Vicki's sign Dianne — good morning.. I am sorry for the delay in getting back to you about the sign(s) at Vicki's. While the code is not real clear, it is my opinion that site plan review is not required if there is an existing use & the proposed sign meets the sign code requirements Thanks Bubba Edward M. Hughes Callaway, Braun, Riddle & Hughes, P.C. P.O. Box 9150 301 W. Congress Street Savannah, Georgia 31412 (912) 238 -2750 (ext. 108) (912) 238 -2767 (fax) 1 5' -may SERVICE INCLUDED MUST BE COPPER ALA MIUNM ALLY Section 9„ uob- sectaf 8.A Vas land DeVe&opment Code p 165" 137S SURF TURF ONLY 519.95 WINE TASTING 4131 GPM tiO `er Pr A`0t3 ��,tic 1 fi'1 � e paid s soe 0,360 (1) Single Sided Internally Lighted Mount Sign for � Internally g West end of Building (0g, ( 5 Using 10% of West End Area 68:5 sq ft Description Sign 1 1401"- , 51N /3,71 &4c. -t DENT icEs s tST V3o Mpt-f ' ct -tc> �y 2, SF -tom- - .. v L C. E A2.3 3 , r.1SLA-t� Client /Job Date Comments / Notes Customer Approval Drawing # Date 61t+N G��ti�r MASONRY VAJ4LL CZ IT MAY 0 6 13 BY: a ✓04 soe s� o� ,o Chatham County sr REVIEW FOR CODE COMPLIANCE Every effort has been made to identify code violations, no oversight by the 3/ x )fC.Lt++6TH 1Afi a-r - reviewer shall be construed as authority carry c.rAO $MKER Otioupt&m#14641gte, cancel, alter or set aside TYPP any applicable codes or ordinances. The review and permit should not be construed as a warranty or guarantee. Reviewed By w.-aL me;v 44N7 Ttas ('149O•RY (BRICK' •SOCK) man 1600 Dean Forest Rd Savannah,GA. 31408 9119644900 Fax.912.964.2900 Date This drawing and the ideas and concepts contained herein are the property of DOUG BEAN SIGNS, INC, and may not be copied, reproduced or ublzedhany waywhouttheexpessed writtenpernissicnof DougBeanStrs,hc ELECTRICAL SERVICE AND TIE CONNECTION OF ELECTRICAL SERVICE TO THE SION OR DISPLAY IS TIE RESPONSIBLTTY OF TIE CUSTOMER. Description . East Bound Client /Job Comments f Notes Date Customer Appmval 1 Drawing # 4, -, INCtCF FDFRATED Date 1600Dean Forest Rd. Sravannab,CA. 31408 912,9641900 Fax912,9642900 This drawing and the ideas and concepts contained herein are the property of DOUG BEAN SIGNS, INC, and may not be copied, reproduced or uHaedhany way wiBia dthemgxessed wrinenpem ono(DagBeanSigis,hc ELECTRICAL SERVICE IN THE CONNECTION Of ELECTRICAL SERVICE TO THE SION OR DISPLAY IS THE RESPONSELITY Of THE CUSTOMER. WIRING, VICE INQLUDST) .T BE C4 PER ALUMIU M ALLOWED on 9, pub- ectian 13-2-A e Land Development Code 48" 132° ( SURF &TURF ONLY 519.95 4131 GPM 1 All construction must C lniernatlonal 8u�in9 ©'6 "The to of Ge 9 Edition and Amendments ons must 'tr \c�11�ns'� 11stI Electric Alec National w+�tte and State tempi's/ ��en�rr'enta Gode� Y o (1) SingIe y Sided Internall hted Roof Mount Si g Sign for East end of Building Using Sq Ft per Linear Foot...Frontage is 52' gore iesvcc8 . E- W . lAs- Description Client /Job Comments Customer / Notes Approval Sign 44 sq ft. Sign 2 Date Lighted Cabinet - twurA wuty oa $s. .141 ov-r3 'A a. 'np' METAL ROOF Drawing # ,� !S1GNS Or INC:CIRPCDRATEC7 ( METAL ROOF ) /Prs Date 1600Dean Forest Rd Savannah,CA. 31408 912.9641900 Fax912.9642900 This drawing and the ideas and concepts contained herein are the property of DOUG BEAN SIGNS, INC., and may not be copied, reproduced or ulizeditarry waywithoutlheexpressed wAllenpemisdanciDargBeenSims,Yfc ELECTRICAL SERVICE MC THE CONECTION OF ELECTIOCAL SERVICE TO TILE SIGN OR DISPLAY IS TIE RESPONSELITY OF 11E CUSTOMER. cOl'ak Ili ,St tt food • Description . West Bound Client Date ate Comments / Notes Appr val Drawing # Date 1600 Dean Forest Rd Savannah,GA. 31408 912.9644900 Fax912964.2900 This drawing and the Ideas and concepts contained herein are the property of DOUG BEAN SIGNS, M1C and may not be ccpled, reproduced cr utladd h ary way without the wiNten panYaelon of Oaq Bert «� ELECTRICAL SERVICE AM THE CONNECTION OF ELECTRICAL SERVICE 10 TIE SON OR DISPLAY IS TIE RESPONSEUUTY OF THE CUSTOMER. William Gillespie PIN 4-- 0026 - 03-016 Lot 5 PRB 15 -P, Pg. 62 ,Andrew & Julie Wade PIN 4-0026-03 -017 tot 6 PRB 15 -P, Pg. 62 Pipe & Cap Found 0,26' North of Line Valentino Latorre PIN 4- 0026 - 03-018 Lot 7 PRB 15 -P, Pg. 52 9 84'39'08" E Propane Tank EXISTING Ty11BPN i L NON - CUSTOMER PARKING • sP1 • SOP API Diane Cornelius, Et.Al. PIN 4- 0026 -03 -019 La 8 P9. 62 PRB 15-P, EXPANDED DECK FUTURE RIS ACY Sandra Chorte 03 5008 Brewer PIN 4-0026-03- - Lot 9 x_ _x_ Underground EXIST,NG UNSTRIPED i PARKING :TYPICAL? 1 jI EXPANED V DECK 7.I - j Sandra & Charles Brewer _ _ 3 PIN 4- 0026 -03 -007 _ Loi 1 B - 0Y °N`6snk 1 M OB 315-R, Pg, 707 ,a G<°vo1�—P °Ye _ j 1 i. 1 rn — -- l paP I a x - T AP GENERAL DEVELOPMENT NOTES: 1. PO4: 4.002441 srE AOORESS: oo7HWY 60 EAST S, TOTAL LAND ACREAGE° 0,21 AC 4. PROPOSED l EXITING USE OP PROPERTY: RESTAURANT S. 14E STTE IS PRESENTLY 2ONEO. C2 4 REGULAR ON- STR:ET H.C. SIGN AVAILABLE DINING OWNER AREA AS PROVIDED BY som kos45 011 SHALL cosrosLi TO Gre. ODES 040 sApcarconcr2R am � �� CODES NG DETAIL ADA HANDICAP PARKi