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CHATHAM AV_1619_5.pdf
Permit No. _011- 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 thliefieg Date Requested L.) 74,i .g �` :ate` INTERNATIONAL CODE COUNCIL MEMBER Date Needed s 7/.73//3 Gen. Contractor "y a,a AVM ?. Subcontractor Contact Information i--/17/-, c,2 74' - d 7106 Project Address /4'19 £J 6i/h-Thqtyi Scope of Work A'rz I !`C_' i 770A/ I0 Da Ai. G D.s3# E1 Inspector Date of Inspection Inspection %' 'N4/, Pass 15;1/ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee 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 INTERNATIONAL CODE COUNCIL MEMBER Permit No. /3- 44/05- Date Requested Date Needed ti 7/00g Gen. Contractor frre 7 i /./e Subcontractor Owner's Name 11 Contact Information Project Address Scope of Work Inspector 1)1 Inspection , 44416,4 4776 - 5- e / eAT ' C) 15 a Al E fi led 50 t)Ek. Date of Inspection Pass El Fail Fee /Ae. /41///:,/ c-.).)/), -49,,..)., / 4., ,A,---/o/j / l',..„),---,., 1212L),...,)/:?,.:: 4,(7,)$,...%-"4,ir-,,,,-,::-_-,1,, ... _ 4., ( ... f --) 0 --/ 1 ..,),..v..., ...1. Instiection Pass D Fail El Fee Inspection Pass El Fail El Fee Inspection Pass Fail 0 Fee 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 INTERNATIONAL CODE COUNCIL MEMBER Permit No. / 4- z'/(:° Date Requested a 77/11/ I / 3 Owner's Name PA %,41 /e. Date Needed ,0 24 )0 %J Gen. Contractor J1- %UAJt1 Subcontractor Contact Information fi ITC 1-4 '74 0165 Project Address /6/q CH/, Ave Scope of Work -,.f/D 55o (/ ,4/) D / F /C,,AT1vAJ Inspector ;4 Date of Inspection Inspection F /A/'U Pass e Fail D Fee 2 ^►� pjI5/ "7 ` I/ 5e0$5,4; [ / 5 # c5 Inspection Pass Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass Fail ❑ Fee r CITY OF TYBEE ISLAND BUILDING PERMIT WORK WITHOUT A PERMIT DATE ISSUED: 07/05/2013 WORK DESCRIPTION MODIFICATION TO DUNE CROSSOVER WORK LOCATION 1619 CHATHAM -LOT 5 OWNER NAME DONALD HARPER ADDRESS 1619 CHATHAM AVE LOT 5 CITY, ST, ZIP TYBEE ISLAND GA 31328 -8712 PHONE NUMBER CONTRACTOR NAME J T TURNER CONST CO INC. ADDRESS PO BOX 6190 CITY STATE ZIP SAVANNAH GA 31414 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 519.40 PROPERTY IDENTIFICATION # PROJECT VALUATION $7,500.00 WORK WITHOUT A PERMIT PERMIT #: 130405 $ 519.40 TOTAL - 133.00 BALANCE DUE: $386.40 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. e- Signature of Building Inspector or Authorized Agent: r1 -5-13 r 4 slot" — 5;4e- V;s ;--, Tcr CkaP. r.0.., ev (o o rk:., --c J.. i . S �r u r Asts- k es Lei2 P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 5 4.� S" (912) 786 -4573 - FAX (912) 786 -9539 O i . r. 1` www.cityoftybee.org (Qto / a. . X - -- 2 S O Co Py -�e c+ s DATE ISSUED: 06 -26 -2013 CITY OF TYBEE ISLAND BUILDING PERMIT '7., 5 -c3 WORK DESCRIPTION MODIFICATION TO DUNE CROSSOVER WORK LOCATION 1619 CHATHAM -LOT 5 OWNER NAME DONALD HARPER ADDRESS 1619 CHATHAM AVE LOT 5 CITY, ST, ZIP TYBEE ISLAND GA 31328 -8712 PHONE NUMBER CONTRACTOR NAME J T TURNER CONST CO INC. ADDRESS PO BOX 6190 CITY STATE ZIP SAVANNAH GA 31414 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 133.00 PROPERTY IDENTIFICATION # PIN #4- 0010 -05 -015 PROJECT VALUATION $7,500.00 PERMIT #: 130405 TOTAL BALANCE DUE: $ 133.00 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 05/06/2013 MON 7:39 FAX /3 -005' Property Address: 2001/006 City of Tybee Island, Georgia 912 - 472 -5033 or 912 - 472-5031 - Fax 912 -786 -9539 APPLICATION FOR BUILDING PERMIT .0A- 5 (Single Family ❑ Duplex ❑ Multi- Family _ E l Commercial Details of Project: units units bac /uobt el~i O ttpus 'Tb (Check all that apply) ❑ Discovery/Tearout ❑ Footprint Changes - new square feet heated /cooled ce(t', 6)(03— (02(05_ /odd- El Demolition of Structure ❑ Other CI tit D5C°° Estimated Cost of Construction: $ '15'00 (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 Distriot? Y ,e 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 Durinst construction: �N� ��t�NS On -site restroom facilities will be provided through . Construction debris will be disposed by >±n'SI.fri C. OASTC by means of 4!1 I)Ct. . I understand that I must comply with zoning, flood damage control. buildino. fire, shore protection and wetland ordinances. FEMA reg_uiations 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 permitted construction. Date: _5111113 Signature of Applicant: '1 Printed Name Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager ture C Date FEES Permit 1 0 0 Inspections "3?� Cap Cost Rec Water Tap I 9 Sewer Stub____Z Eng. Fees (o Aid to Const. n Coe:e-S TOTAL i3D 3tl9- Ge) Pl es t- 14-0 Mailing Address Telephone Owner Name b6P1Jww 44ePriz Rpm Cik4r-r 1.14#4 Aver .(C1 Home: (Home: 01 st S4i-s 7o Cell: Architect En neeror g Joao fit' p,o. 1304 I rfirl SArvl 31414D 3 54.,. SgOO Contractor ' rue/0 0. Is oy, te !°10 s,ew 14 ( P• , Office: '3 �b �S"6 I Cell: 2.-1� of (Single Family ❑ Duplex ❑ Multi- Family _ E l Commercial Details of Project: units units bac /uobt el~i O ttpus 'Tb (Check all that apply) ❑ Discovery/Tearout ❑ Footprint Changes - new square feet heated /cooled ce(t', 6)(03— (02(05_ /odd- El Demolition of Structure ❑ Other CI tit D5C°° Estimated Cost of Construction: $ '15'00 (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 Distriot? Y ,e 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 Durinst construction: �N� ��t�NS On -site restroom facilities will be provided through . Construction debris will be disposed by >±n'SI.fri C. OASTC by means of 4!1 I)Ct. . I understand that I must comply with zoning, flood damage control. buildino. fire, shore protection and wetland ordinances. FEMA reg_uiations 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 permitted construction. Date: _5111113 Signature of Applicant: '1 Printed Name Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager ture C Date FEES Permit 1 0 0 Inspections "3?� Cap Cost Rec Water Tap I 9 Sewer Stub____Z Eng. Fees (o Aid to Const. n Coe:e-S TOTAL i3D 3tl9- Ge) Pl es t- 14-0 05/06/2013 MON 7:39 FAX Q002/006 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 ftz per interior room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size. * * * * * ** * ** * * * ** *war * ** Asbestos /Environmental Notification to Georgia EPD for Projects Involvin ! Demolition Wreckin or Renova •1 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. * * * * * * * * * * * * * * * * * * * * * BM Ps 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 Sdl — 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, post spacing, Type C or A. Signature for receipt of Lead Pa Printed Name Asbestos, and BMP notices. cL 1� Date NI 15 3 a 7 DECK PLAN 4 A j i R o�Ans DECK MODIFICATIONS 1619 CHATHAM AVE. • • z • ss vi y Kern & Co., LLC. : • z` Kern & Co., LLC C unsultinu I nurneets • I and Sur.etor, • Land Planner~ Archncrt< • Landscape Art.hiteCt'. • I: ironmental Scientist June 4, 2013 Ms. Deb Barreiro Georgia Department of Natural Resources Coastal Resources Division One Conservation Way, Suite 300 Brunswick, Georgia 31520 -8687 Re: Project Name: Request for Shore Protection Act Letter of Permission Project Location: 1619 Chatham Avenue, Tybee Island, Georgia Kern & Co., LLC Project No.: 120554 WED —13 Ms. Barreiro: As previously discussed, Kern & Co., LLC (KC) is assisting the owners of the above - referenced property with proposed modifications to an existing fixed deck and walkway that are being adversely affected by a shifting dune field. As shown on the attached plans, the applicant is proposing to elevate the existing fixed deck 3 feet above its current height in order to clear the dune field underneath, and replace ramps and steps as needed in order to maintain access to the beach. After elevating the existing deck, the applicant proposes to downsize the deck to a 14' x 14' area based on the original deck plans that were approved in a Shore Protection Act (SPA) permit on March 26, 1998. In order to address the property owner's concerns about sufficient access to the beach and potential impacts to the sand dunes, the new ramps and walkways will maintain their current 5 -foot wide footprint to and from the deck. Again, please see the attached deck plans for further details. At your earliest convenience, please review the available information and provide a letter of permission for the proposed modifications under the previously approved SPA permit. If you have any questions or need additional information, please don't hesitate to contact us. Sincerely, KERN & CO., LLC arles Wa Environme a Scientist , 1 / ' . . . . . . . Y I .'tit,: - t' 11 W. .. ; q V 1, ..... /97 f\ AKJ M4611 ft GEORGIA COASTAL RESOURCES DIVISION MARK WILLIAMS COMMISSIONER JUN 072013 Ms. Jan Harper 1619 Chatham Avenue Tybee Island, Georgia 31328 A.G.'SPUD' WOODWARD DIRECTOR Re: Letter of Permission (LOP), Maintenance of SPC Permit # 277, Back River, Tybee Island, Chatham County, Georgia Dear Ms. Harper: This letter is in response to your request, dated May 24, 2013 to maintain the existing dune crossover permitted by SPC Permit #277 on March 26, 1998. The sand dune is accreting at this location and portions of the existing structure are impacting the dynamic dune field. The proposed project involves raising the existing deck, the addition of stairs to provide access from the existing walkways and replacement of existing handrails and support pilings as needed. The project will begin no sooner than 15 days from the date of this letter and be completed no later than December, 2013. As proposed, the project scope includes constructing an elevated 14' X 14' deck that is 3' above the grade of the existing sand dune. The existing landward walkway measures 18'7" X 5' and the existing seaward walkway measures 16'6" X 5'. Stairs will be constructed on either side of the newly elevated deck, within the footprint of the existing walkways. The proposed project also includes the replacement of existing handrails and support pilings as necessary. There will be no excavation of the existing structure. Hand tools will be used to cut existing timbers at grade and portions of the seaward walkway that are buried under the dune field will remain undisturbed. The Department authorizes the proposed project as depicted above and in the attached Plan and Description provided all Best Management Practices (BMPs) be used. All work must be accomplished using hand tools only. The proposed project can commence no sooner than 15- days after the date of this letter. This Letter of Permission is not meant to exempt the above referenced activity from future environmental laws. No equipment, materials or debris may be placed, disposed of, or stored in jurisdictional areas. Any incidental impacts associated with this project must be rectified by fully restoring areas to their pre - construction topographic and vegetative states. This LOP is valid for the above referenced project. Any change in the use, location, dimensions, or configuration of the approved project, without prior notification and approval from this office could result on the revocation of this permission and in the required removal of the materials and related structures. This project must comply with all other Federal, State, and local statutes, ordinances and regulations. ONE CONSERVATION WAY ( BRUNSWICK, GEORGIA 31520-8686 912.264.7218 I FAX 912.262.3143 WWW.COASTALGADN R.ORG Page 2 of 2 JUN U 7 2h13 Because the project occurs between May 1st and October 31st, turtle nesting season, an individual with a DNR Sea Turtle Cooperators Permit must survey the area to be used by the equipment prior to the work beginning. All sea turtle nests must be avoided and no heavy equipment may be used within 20' of a nest area. If you have any further questions or concerns in regard to this or any other projects please feel free to contact Deb Barreiro at 912.266.3695. Sincerely, Brad Gane Chief Ecological Services Section Enclosures: Description, Location Map cc: File # LOP20130092 Charles Way Kern - Coleman & Co. 7 Mall Court Savannah, GA 31406 Chatham County Board of Assessors: 7 ' 3 Property Record Card 4-0010-05-01' 2013 Chatham County Board of Assessors Property Record Card Page 1 of 2 4- 0010 -05 -015 1619 CHATHAM AVE TYBEE ISLAND 'APPRAISER MT LAST INSP 02/04/2010 IAPPR ZONE 000008 LOT 5 -C -1 SUB OF LOT 5C WARD 6 SMB 17S 69 1.0 ac HARPER JAN M 1619 -C CHATHAM AV TYBEE ISLAND GA 31328 CAMA 821,400 461,600 16,300 1,299,300 ASMT 821,400 461,600 16,300 1,299,300 LAND 2 BLDG 1 OBXF 4 Cost - MS SALES BOOK / INS VI QU RSN PRICE PAGE 16 Feb 2831 0434 WD I Q 1,775,000 2005 GRANTOR:CARLS GARY L GRANTEE :HARPER JAN M 03 Apr 220S 0435 WD I Q QW 895,500 2001 GRANTOR:O'MEARA GAIL S GRANTEE:CARLS GARRY L 23 Sep 181H 0522 NA I U U8 1996 GRANTOR:OMEARA JOHN GRANTEE:O'MEARA GAIL S 01 Jul I Q QO 210,000 1988 GRANTOR: GRANTEE: PERMITS TYPE DATE AMOUNT 090050 RN 17 Jul 2009 Comp 30,000 COMMENTS: 12 Feb 2006 27 Jul 2005 23 Feb 2004 05 Feb 2002 09 Nov 2001 29 Nov 2000 29 Nov 2000 04 Aug 2000 19 Aug 1998 TY06 10S ENT 2/10/06 APW TY06 10S REMVD 07/27/05 JS FOR SALE 02/13/04 $1,995,000 CODE10 ENT 02 -05 -02 /BS TY02 HS1OS REMVD NJV 11- 9-01 " A/K/A GAIL SNYDER OMEARA 2001 DIMENSION CHG ON MAP ONLY PER REVIEW BY MAPPING DEPT ACREAGE OK 11/29/00 FOR SALE 08/04/00 $955,000 1999 NEW PIN; SPLIT OUT OF 4- 10 -5 -12 SMB 17S 69 8/18/98 [Click for larger picture] Chatham C my Tax Commissioner Prop ,r Tai State n1 tRik CODES PROPERTY USE UTA NBHD 0006 RESIDENTIAL 0004 Tybee Island 020189.00 T189 TYBEE BACK RIVR EXEMPTIONS L1 L9 S1 L8 HISTORY LAND IMPR TOTAL 2012 2011 2010 2009 2008 2007 2006 2005 2004 2003 2002 2001 2000 1999 821,400 437,100 1,258,500 Cama 821,400 373,700 1,195,100 Cama 1,844,100 373,700 2,217,800 Cama 1,844,000 545,500 2,389,500 Over 1,844,000 545,500 2,389,500 Cama 1,844,000 490,000 2,334,000 Cama 1,184,500 568,000 1,752,500 Cama 1,295,500 568,000 1,863,500 Cama 1,295,500 455,500 1,751,000 Cama 1,098,000 423,000 1,521,000 Cama i 820,000 820,000 Over 820,000 820,000 Over 820,000 A/C 290,440 334,560 625,000 Over • NI Lo orpiv EXTRA FEATURES ID# BLDG # SYSTEM DESC 140749 86530 WOOD DECK GD HOUSE INCLUDES 4 DECKS DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE 18 15 270.00 G 10.43 2,816 140750 86530 WOOD DECK GD 5 20 100.00 G 17.12 177446 86530 WOOD DECK GD 5 18 90.00 G 17.12 181443 RESIDENTIAL ELEV 42" 1.00 V 17,000.00 1993 1993 2R 620 600 1,712 1993 1993 2R 1,541 1993 1993 2R 17,000 1993 1993 55 377 400 339 300 14,960 15,000 LAND ID# USE DESC 111122 RIVER/DIRECT ACCESS 111123 RIVER/DIRECT ACCESS FRONT DEPTH UNITS / TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 0 0 7,100.00 -SF 250.00 R2 RE -15 678900 0 0 14,901.00 -SF 250.00 R2 SZ -90 RE -15 142500 (0- (o - 13 $ Ia w. 2�4- r.,./s. far ICif 1 6 -10-13 g ;t-c.h Sa :c� it-o C- Tc ctd. l O sa: Kern vcgScippoc) •l -k ho�-Jk 4-14. o-(- Lap [' ( dcI. -Po? +a+ 1a„ s cJ on'� ma ZS_13 -T�dd coma. �1 d��:r,,. 'T d Prey :Sec( plahP, 2Sc•�+ -1' (e -(o ern a;(. Qi''(�ci http: //boa. chathamcounty. org /DesktopModules/ ChathamCounty / BoardofAssessors /PropertyRecordCard. aspx... 6/5/2013 Chatham County Board of Assessors: ? "' 3 Property Record Card 4-0010-05-01' Page 2 of 2 2013 Chatham County Board of Assessors Property Record Card BUILDING SECTION 86530 -1 -2013 4- 0010 -05 -015 1619 CHATHAM AVE TYBEE ISLAND CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VAL Residential 485,933 1993 2005 MS 5.00 0.00 0.00 0.00 5.00 461,636 461,600 III sin Hood neck 39 ■ sex OP.* SOS Poll IN 300 Oar Sion 30 ■ 301 Bern in Gin. 30 ■ 300 05 tory >o, /OPEN Oina Mrs 30 [Click for larger picture] THERE IS AN EASTMENT ON PROPERTY GIVING ACCESS BEFORE THE LOT UP FRONT }1619 CHATHAM AVENUE SECTION TYPE 1 - Main AREA 3917 TYPE 1 - Single- family Residence FRAME 1 - Stud Frame STYLE 2 - Two Story QUALITY 5.00 CONDITION 3.00 # UNITS 0 # OF BEDS / BATHS 3 / 4.00 COMPONENTS R1 109 Frame, Stucco R2 208 Composition Shingle R3 352 Heat Pump R4 402 Automatic Floor Cover Allowance R6 601 Plumbing Fixtures ( #) R6 622 Raised Subfloor (% or SF) R6 642 Single 2 -Story Fireplace ( #) R7 701 Attached Garage (SF) R7 711 Built -in Garage (SF) R7 711 Built -in Garage (SF) R7 711 Built -in Garage (SF) R7 711 Built -in Garage (SF) R11 901 Open Slab Porch (SF) R11 901 Open Slab Porch (SF) R11 901 Open Slab Porch (SF) R11 901 Open Slab Porch (SF) R11 901 Open Slab Porch (SF) R11 903 Wood Deck (SF) R11 903 Wood Deck (SF) R11 903 Wood Deck (SF) R11 904 Slab Porch (SF) with Roof R11 904 Slab Porch (SF) with Roof R11 906 Wood Deck (SF) with Roof R11 907 Enclosed Porch (SF), Screened Walls Units % QUAL 100.00 100.00 100.00 18.00 1.00 49.00 30.00 184.00 513.00 1553.00 39.00 300.00 62.00 114.00 175.00 175.00 39.00 114.00 121.00 62.00 52.00 300.00 100.00 http: //boa. chathamcounty. org /DesktopModules/ ChathamCounty / BoardofAssessors /PropertyRecordCard.aspx... 6/5/2013 "An APF©' ° & tir P@ aL'Cm ROE kEIail on d ©r3 Sven Ali JULIOL`:e ch ai: be 4`eJna7t1,ued GI,o'., T"geTiwte, Iasi cC;I, o[' Get any c 3icabk: co tle� t°r inane LJ'a �iet3 �� periDlii Es:No& riot be co 7,d Construction Drawings For _ODIFICATIONS 1619 CHATHAM AVE. L s EE ISLAND, GA GENERA%) tO ECT NOTES: INFORMATION CONTAINED ON THESE DRAWINGS IS PROVIDED FOR 111E CONVENIENCE OF THE GEN L;CONTRACTOR IN EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE/REPRESENTATIONS OF AU. CON r/*DONS. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, THE CONTRACTOR SHALL REQUEST CLARIFTCAI NfFROM THE ARCHITECT BEFORE PROCEEDING � .' - 1 CONTRACTORrSHAEt-VERIFY ALL EXISTING CONDITIONS IN RELO, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CHITECT. THE CONTRACTOR SHALL MAINTAIN AT THE SITE OF THE WORK, SET OF RECORD DRAWINGS THE CONTRACTOR SHAD. RECORD ALL ANGES AND DEVABONS FROM THE DRAWINGS ON THIS 'AS- BUILT' SET, WHIG SHALL DE IODATED AT LEAST EVERY 010 WEEK. AT THE CLO OF THE JOB, THE CONTRACTOR SHALL PROVIDE ONE COMPLETE- OF°ALt'AS- BUILrINFORMATION TO THE ARCHITECT IN CLEAR AND LEGIBLE FOR AT. t -- `t k1, l CODE REFEREE: SPECIAL INSPECTION REQUIREMENTS (IBC CHAPTER 17) T` h: 13 GAL INSPECTIONS ARE NOT REQUIRED FOR THIS PROJECT. 0/SPECIAL INSPECTIONS AfiLliEQUIRED FOR THE FOLLOWING (REFERENCE PLANS TOR ADDITIONAL INFORMATION): FABRICATORS; A STEEL FABRICATION OF LOAD BEARING-MEMBERS SHALL BE COMPLETED BY AN APPROVED FABRICATOR MEETING THE REQUIREMENTS OF C SECTION 1704.2 ❑ 2. STEEL CONSTRUCTION: AU. WELDING Al4D HIGH STRENGTH BOLTED CONNECTIONS MUST BE PERFORMED IN ACCORDANCE WITH IBC SECTION 1704.3 AND TABLE 1704.3 AS APPUCABLE. NOTE THAT AU. WELDS MUST BE INSPECTED BY A QUAUFIED WELDING INSPECTOR MEETING THE REQUIREMENTS OF AWS 01.1. , 0 3. CONCRETE CONSTRUC110N; ALL CONCRETE: CONSTRUCTION SHALL BE INSPECTED IN ACCORDANCE WITH IBC SECTION 1704.4 AND TABLE 1704.4 AS APPLICABLE. ❑ 4. MASONRY CONSTRUCTION; AU. MASONRY,CONSTRUCTION SHALL BE INSPECTED IN ACCORDANCE WITH IBC SECTION 1704.5 AND TABLES 1705.5.1 AND 1704.5.3 AS APPLICABLE. i WOOD CONSTRUCTION: AU. WOOD CONSTRUCTION SHALL BE INSPECTED IN ACCORDANCE WITH IBC SECTION 1704.6 AS APPUCABLE. $OILS: THE SPECIAL INSPECTIONS FOR EXISTING SITE SOIL CONDITIONS, RUT, PLACEMENT, AND LOAD - BEARING REQUIREMENTS SHALL FOLLOW IBC SECTIONS 1704.7.1 THROUGH 1704.7.3. THE APPROVED SOILS REPORT, REQUIRED BY IBC SECTION 1802.2, SHALL BE USED TO DETERMINE COMPUANCE. / 7. PILE FOUNDATIONS; A SPECIAL INSPECTOR SHALL BE PRESENT WHEN PILE FOUNDATIONS ARE BEING INSIALLED AND DURING TESTS. THE SPECIAL INSPECTOR SHALL T AKE AND SUBMIT TO THE BUILDING OFFICIAL RECORDS OF THE INSTALLATION OF EACH PILE AND RESULTS OF LOAD TESTS RECORDS SHALL INCLUDE THE CUT OFF ANC TIP ELEVATION OF EACH PILE RELATIVE TO A PERMANENT REFERENCE 014BOICT ON: TYBEE ISLAND, AND, uA ,; �,,� GENERAI:4(NQ]F; ALL ODES 70 INCLUDE CURRENT GEORGIA AMMENDMEUIS) s A. AU_ CoNSTRUCTItTN, ALTERATIONS, MOVEMENT, ENLARGEMENT, REPLACEMENT AND REPAIR SHA OF 1iE 2006 INTERNATIONAL BUILDING CODE [IBC) AND ALL LOCAL CODES. ALL INSTALLATIONS OF ELECTRICAL SYSTEMS SHALL COMPLY WITH THE REPLACEMENT, EQUIPMENT, APPLIANCES, FIXTURES AND FITTINGS. t 8. COMPLY WITH ALL CURRENT :[EDITIONS AND REVISIONS ff. 2 INCLUDINkALTERATION& REPAIRS, C. ALL Tt(STALLA110:ti�;S OF GAS SYSTEMS SHALL COMPLY WITH THE 2008 INTERNATIONAL FUEL GA$ CODE, INCLUDING GAS PIPING FROM POINT OF DEUVERY AND GAS APPLIANCES. , I D. ALL INSTALLATIONS�'�OF MECHANICAL SYSTEMS SHALL COMPLY/YAM THE 2006 INTERNATIONAL MECHANICAL CODE & 2007 ASt1RAt;, INCLUDING ALTERA NS, REPARS REPLACEMENT OF MECHANICAL SYSTEMS. I E. ALL INST T ipLUMBING SYSTEMS SHALL COM)?GY WITH THE 2006 INTERNATIONAL PLUMBING CODE, INCLUDING ALTERATIONS, REPAIRS, REPLACEMENT, EQUIPMENT. APPLIANCES, FIXTURES AND RUNGS. Yi F. ONP.LYYAii(�AU. URRENT EDITIONS AND REVISIONS OF THE w Ii41:I41: i:{ .$s,- « UWNG AU. EIRE CODES ADOPTED BY THE STATE OF GEORGIA AS PE GA 120 -3 -3. G. ALL CONSTRUCTION, TERATIONS, MOVEMENT, ENLARGEMENT, REPLACEMENT, AND REPAIR SHALL COMPLY WITH )HE 19T GE0RG1A ACDESSf8LU11E$ STANDARDS THE 2* LIFE SAFETY CODE [NFPA 10L), THE AMERICAN NATIONAL STANDARD FOR PHYSICALLY HANDICAPPED PEOPIE-fANStITI7.1j AND THE 2010 AMERICANS? WITH DISABILITIES ACT [ADA) s > i H. ALL DESIGN AND MATERIALS SHALL COMPLY W1TH THE 2009 INTERNATIONAL ENERGY CONSERVATION CODI ❑ 5. ❑ 6. ❑ 8. ❑ 9. PIER FOUNDATIONS; SPECIAL INSPECTION IS REQUIRED FOR PIER FOUNDATIONS FOR BUILDINGS AS SIGNED TO SEISMIC DESIGN CATEGORY 0, 0, E OR F IN ACCORDANCE YAM IBC SECTION 1616.3. WALL PANU`AND VENEERS; SPECIAL INSPECTION IS REQUIRED FOR EXIERIOR ANO INTERIOR ARCHITECTURAL WALL PANELS AND THE ANCTIG OF VENEERS FOR BUILDNGS AS SIGNED TO SEISMIC DESIGN CATEGORY E OR F IN ACCORDANCE WITH 18C SECTION 1616.3. SPEW INSPECTION OF SUCH MASONRY VENEER SHALL BE IN ACCORDANCE WITH IBC SECTION 1704.5. ❑ 10.4PRAYED FIRE- RESISTANT MATERIALS SPECIAL INSPECTIONS FOR SPRAYED EIRE- RESISTANT MATERIALS APPLIED TO STRUCTURAL - ELEMENTS AND DECKS SHALL BE IN ACCORDANCE WITH IBC SECTIONS 1704.11.1 THROUGH 1704.11.5. SPECIAL INSPECTIONS SHALL BE BASED ON THE FIRE - RESISTANCE DESIGN AS DESIGNATED IN THE APPROVED CONSTRUCTION DOCUMENTS. 11. EXTERIOR INSULATION AND FINISH SYSTEMS (ElFS); SPECIAL INSPECTIONS SHALL BE REQUIRED FOR AU. EIFS APPUCA1TONS WITH EXCEPTIONS. ❑ 12. $FECIAL CASES: SPECIAL INSPECTIONS SHALL BE REQUIRE: FOR PROPOSED WORK THAT IS, IN THE OPINION OF THE BUILDING OFFICIAL, UNUSUAL IN ITS NATURE, SUCH AS, BUT NOT LIMITED T0, THE FOLLOWING EXAMPLE& 1. CONSTRUC1 ON MATERIALS ANO SYSTEMS THAT ARE ALTERNATIVES TO MATERIALS AND SYSTEMS PRESCRIBED BY THIS CODE. Z UNUSUAL DESIGN APPLICATIONS OF MATERIALS DESCRIBED IN THIS CODE. 3. MATERIALS AND SYSTEMS REQUIRED TO BE INSTALLED 81 ACCORDANCE WITH ADDITIONAL MANUFACTURER'S INSTRUCTIONS THAT PRESCRIBE REQUIREMENTS NOT CONTAINED IN THIS CODE OR IN STANDARDS REFERENCED BY THIS CODE. ❑ 13. EPEOAL INSPECTION FOR SMOKE CONTROL; SMOKE CONTROL SYSTEMS SHALL BE TESTED BY A SPECIAL INSPECTOR. SITE DATA PROJECT AREA: ARREA OF DISTURBANCE: ZONING: P.L.N.: PROJECT ADDRESS: 1 ACRE R -2 4 -0010- 05-015 1619 CHATHAM AVE., TYBEE ISLAND, GA PROJECT CITY: DISTR1CT NUMBER: LOT NUMBER: DATE OF SURVEY: GOVERNING AGENCY: TYBEE ISLAND i3 5 -C -1 3 -8 -2013 TYBEE ISLAND OWNER INFORMATION: 1 INDEX OF DRAWINGS: NAME - - -- ADDRESS: - - -- PHONE: - - -- FAX: -- -- OCCUPANT LOAD REQUIREMENTS: WINDOW REQUIREMENTS: ❑ U4PACT- RESISTANT GLASS AND /OR PANELS ARE NOT REQUIRED FOR THIS STRUCTURE BECAUSE: ❑ THIS BUILDING IS NOT LOCATED IN A WIND BORNE DEBRIS REGION. ❑ THIS BUILDING 18 DESIGNED FOR INTERNAL AIR PRESSURE. ❑ IMPACT RESISTANT GLASS AND /OR PANELS ARE REQUIRED FOR THIS SIRUCTURE AND ARE PROVIDED BY: ❑ IMPACT RESISTANT GLASS PER AS1M E 1996 & ASTM E 1886 (LARGE MISSILE TEST BELOW 30 FT OR SMALL MISSILE TEST ABOVE 30 FT) ❑ PLYWOOD [ONE PER OPENING]. ❑ ARMOR SCREEN. ❑ OTHER. DOES NOT APPLY. 13 SUSPENDED CEILING AND MECHANICAL /ELECTRICAL COMPONENT REQUIREMENTS: SUSPENDED CEIUNGS MUST BE DESIGNED FOR 13 SEISMIC DESIGN CATEGORY A & 8. (NO SPECIAL SEISMIC SUPPORT REQUIRED). SEISMIC DESIGN. CATEGORY C: ❑ E IS11NG SITE & BUILDING CONDITIONS REQUIRE SEISMIC DESIGN CATEGORY C. ❑ DUE TO UNDERLYING SOIL CONDITIONS ON SITE, THE SOIL SITE CLASS VARIES BETWEEN C (VERY DENSE SOIL & STIFF ROCK) AND D (STIFF SOIL PROFILE). FOR THE DESIGN OF THE SUSPENDED CEIUNG SYSTEM ANO ALL MECHANICAL/ELECTRICAL COMPONENTS WE CERTIFY THAT THE INSTALLATION MUST MEET ALL, THE REQUIREMENTS OF SEISMIC DESIGN CATEGORY C. SEISMIC DESIGN CATEGORY 0, E & F. DOES NOT APPLY. BUILDING CLASSIFICATION INFORMATION: OCCUPANCY TYPE DESCRIPTION CONSTRUCTION TYPE' SPRINKLER AREA [MC TABLE 503) HEIGHT STORIES in NFPA IBC NFPA NFPA 13 LOCATION ALLOWABLE ACTUAL ALLOWABLE ACTUAL ALLOWABLE ACTUAL NA SHEET NUMBER SHEET 111LE Structural S0.0 COVER SHEET • S1.0 DECK PLAN AND DETAILS • 1 -1 TOPOGRAPHIC SURVEY • 1 1 a 3 O 4 • nA M Q� C4 i-1 w. CD h f\ael DRAWING TITLE: N PROJECT NO: 120554 DAM: 4 -26 -13 DESIGN BY - DRAWN BY - CHECKED BY - ❑ NOT FOR CONSTRUCTION ❑ RE RASED FOR CONSTRUCTION DATE: BY: SHEET NO SO.O 04, 2013 3:49:12 PM - P: \120554 a 1V-8" le-6" 131--q 22'-7" 51-4" 5'-4" 4'-6" 6*—On 6*—O" 5-113" 6'-O" 2'-O" (6) RISERS @ (5) TREAD @ 1Z EXIST. STEPS TO REMAIN {EXIST. DECK FRAMING .41 pp. +If Awl" MUM NEW 4x4 POST AT EACH EXISTING POST LOCATION \/\., (2) 9/8" GALV. OR SS BOLTS 4x4 SPLICE POST WITH (4) 3/4"0 GALV. OR S.S. BOLTS EXCAVATE POST AS REQUIRED TO GET REQUIRED SPLICE LAP *111Ir EDGE OF SAND f—tin 10'-5" (8) RISERS 15 7.11" (7) TREAD @ 10" NOTES: 1. ALL EXIST. DIMENSIONS TO BE FIELD VERIFIED 2. ALL WOOD TO BE PRESSURE TREATED 3. ALL STEEL HARDWARE AND FASTENERS TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL EXIST. RAMP AND RAILING TO REMAIN 4.0 RAISE DECK 36" AND SHORTEN TO 1414' TO MATCH EXIST. APPROVED PERMIT DRAWINGS DECK PLAN )T, a U) Li 1/4" !OC 1012.1i ANDRAP SI.F4;=01..i;RED. t in height continuous, .linteaupiod gr1P. '.=3:C 012, LOC -2C-j3 ARps " D. ramps, etc° re 4'fc.or O grade: r .rum height SO" height 42" cYpen. - 4". 1-2.eiDUITerz-b NEW 4x4 HANDRAIL POST NEW RAILING TO MATCH EXIST. 544"0 BOLT TO EXIST. POST (4) 2x12 STAIR STRINGERS NEW STAIR AT WALKWAY SECTION 1/2, NEW DECK LEVEL NEW 4x4 HANDRAIL POST RAILING TO MATCH EXIST.\ NEW 4x4 POST AT EACH EXISTING POST LOCATION EXIST. DECK FRAMING 4x4 SPLICE POST WITH (4) a 5' 3' n� GALV. OR S.S. BOLTS '4' 4 EXIST. DECK LEVEL A/////K/` \Y./ / CUT EXIST. 4x4 POST DOWN APPROX. 11" ABOVE CURRENT DECK LEVEL NEW RAILING TO MATCH EXIST. W.‘ 2:Y"/". SEE 1W. RAIL POST EXTENSION DETAIL *i•-) OLD DECK LEVEL SALL , to .41 Aili3 TV1'2, _ FAMILY OWP:jA_IIMI AVID 3TATre:11. EXIST. RAMP AND RAILING TO REMAIN (4) 2x12 STAIR STRINGERS 0 0 0 .5 A if a. II I PROJECT NO: 120554 0,23 DATE: 4-26-13 DESIGN BY: - at< DRAWN BY: - 0 CHECKED BY: - 8 MIN • STAMP: Rat z 0 ci z SOW 4 DRAWING TITLE: n NOT FOR CONSTRUCTION -RED FOR CONSTRUCTION DATE:, 6*(5 BY: P6— S BET NO: SLO VICINITY MAP NOT TO SCALE LEGEND 4, • a O IRF IRFD IPS RAY PRB SMB PIN BFE BENCH MARK IRON ROD FOUND IRON ROD FOUND DISTURBED IRON PIPE SET RIGHT -OF -WAY PLAT RECORD BOOK SUBDIVISION MAP BOOK PARCEL IDENTIFICATION NUMBER BASE FLOOD ELEVATION NOTES: 1. ALL ELEVATIONS BASED ON NAVD 88. 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD 83. / 5. BASED ON MY OBSERVATION, ACCORDING TO NE FLOOD INSURANCE RATE MA S AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, THIS PROPS TY DOES LIE IN A 100 YEAR FLOOD HAZARD AREA. COMMUNITY -PANEL NUMBER 130 1C0326F, DATED: SEPTEMBER 26, 2008, ZONE: VE, BASE FLOOD ELEVATION: 13', NA 88. 6. ADDITIONAL IMPROVEMENTS EXIST ON THE PROPERTY, BUT ARE NOT SHO . + -2 6 7 / / / / + -2/68 / / hl // / / / / / / / / / / / / / / / / / / / >9'S0 "E almemolm -- 2.7/4 / / / / ININININININNON / 463 I I / / 29 / / / / / / / / / / / / / // + / /4.33 / / / / / / / / / / / • 13.17 / / �/ / / /1� ,/ / 1 / +1.6 5 / � / / / / / / // / / !/ // /4/ \ i� / / / '� / / +�.x ({ i/13.47 T \ / /// / s\ I+ +132 . \ / / / / \ �� \ \ �; ..G"_..y ..../ . I I \al \.� �rrau +7 3'7 / / / / / / / / I / - INN - .. ■. MN NM INNINININNINNIN INN - UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS BEFORE YOU DIG THROUGHOUT GEORGIA 1 - 800 - 282 -7411 NOT FOR CONSTRUCTION FOR PERMITTING PURPOSES ONLY! / I I I / / / / / / / LOT 6 -B RECOMBINATION OF LOTS 6A AND 6B WARD 6 PRB 14 -P, PAGE 44 N/F JAY A. KAMINSKY PIN: 4 -0010 -05 -009 \17.73 \ / IRFD WOODEN WAL K / 225.70 / N \ \ ---\: ° %' 7 53 / / / / / � 6 --� \ 11 �- � 2.6 4 �-- 1 .4 3 \ / / / I / / .46 l _ t 1LJi ; ,-,/)1-t-1---4.114 /WA WAY j I 838, 1 ' . 64 / / +4..0 // '�7/( ►► / 7.2 iv) / / / / / / ' 4600ENI -P '+ I'r.42DECK UDC O�F/N 7.23 / / / // / /o/ 1 �, I /NIV +7.2 STE S �1► 1 / / / % / / ``0.0 / I I l I 4/./2,6f 0722-1-0.9 5 ,r'/1 / / I / // I f / // / , /hq / / / // `/ + 16. 40 / //// / /// /� // �4t//-10.89 \ \�7 l / / / 1 / ++ \> \ 1 �1- .1' l l II �gl 7 ■ Co O \ �... I / // // 11 l / l t 1Nl /` // //4. 9.97 / i / / %1 / / / /// .�- - /g /3/ � 7-7 - x/10.88 + 1 \1.5� /// / / / / / /i +1 +T 88 / / l 1i�f /// / /// f // /// �/ /Mj/ fIf // /+9.9tilic / / /III 1 l l /g (I1� `I* /// /1 Jf 1 I 1 + %03� / �1 C / +11.46 15.01 .......... SITE DATA AREA: 1.004 ACRES ZONING: R -2 PIN: 4 -0010 -05 -015 PROPERTY ADDRESS: 1619 CHATHAM AVENUE REFERENCE: 1. SUBDIVISION MAP BOOK 17S, PAGE 8. 2. SUBDIVISION MAP BOOK 17S, PAGE 23. 3. SUBDIVISION MAP BOOK 17S, PAGE 69. 4. PLAT RECORD BOOK 14P, PAGE 44. ■ \ I \ �/- + -1Q.8u I +8.48 1 � \ +8 57 8 INN NS INNINNINNININN NMI NI eammisimmom NO - NININNINNINNII N MI INININNINNNI INN - LINE TABLE LINE LENGTH BEARING LI 20.61' S26'25'07 "E L2 30.36' S4939'50 "W L3 37,26' S09'13'26 "W L4 12.77' $4919'50 "w 7.32 7 38 CO \CRETE 7.67 7.43 7.55 7.69 7.66 - 7.31 7.55 7.57 NO NW ININIIINNNINN 142.70' LOT 3 .5 1.00 43,721 S NO DATE REVSION DRAWING TITLE: i■�I - 111 1 - NNINNINNINININ IN NW NININONNININN NM ON - - 111 LOT 4 WARD 6 N/F SHELDON U. TENENN ABUM PIN: 4 -0010 -05 -005 c4 I TOPOGRAPHIC SURVEY SCALE PROJECT NO: DATB: DRAWN BY: OA CHECKED BY: 1 " =1a 120554 03/19/2013 SHEET NO 1/1 164.1 ;. der VICINITY MAP NOT TO SCALE LEGEND • e IRF ! IRFD 0 IPs R/W PRB SMB PIN BFE BENCH MARK IRON ROD FOUND IRON ROD FOUND DISTURBED IRON PIPE SET RIGHT -OF -WAY PLAT RECORD BOOK SUBDIVISION MAP BOOK PARCEL IDENTIFICATION NUMBER BASE FLOOD ELEVATION NOTES: 1. ALL ELEVATIONS BASED ON NAVD 88. 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD 83. 5. BASED ON MY OBSERVATION, ACCORDING TO THE FLOOD INSURANCE RATE MAPS AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, THIS PROPERTY DOES LIE IN A 100 YEAR FLOOD HAZARD AREA. COMMUNITY-PANEL NUMBER 13051C0326F, DATED: SEPTEMBER 26, 2008, ZONE: VE, BASE FLOOD ELEVATION: 13', NAVD 88. 6. ADDITIONAL IMPROVEMENTS EXIST ON THE PROPERTY, BUT ARE NOT SHOWN. ALLEY NUMBER 2 60' R/W 449.64' N49 39'50 "E 1 �/ 1 �1' �/ -/- / '226.7'b ,..,;‘,6\_,, � 1 2.64 +1.43 ' ( S. / / / / / 1 1 f '.yn.)i . WA ,c,WAY ... ` 1 .64 7.32 + -.1-''' 1 1 1 1 1 !/ / +4�9 i / 'i q.:-\''''' DECK , ` ,.. l 7 7.38 CONCRETE ry/ 1 0 / N / 11'1 /// /Q o Y _ � ° +7.23 1 'd / / /I l t /%J 1, /ia.0i ! /i ?1�s 2al rO.sS) 7.43 / / / / 1 1 / //�// t) //l + / / V ^� + C%40 / / 7.67 7.55 / / / / , 1 // /`�/ r 1 /1 / 4/ -10.89 ( C +7 58 7 R3 + -2/4 / / / / / / // I� 4 °� /// /1` / 11 % NI i ' 77 \a cL //// // 1 � /Nft 1 � l N / / // 1 / /f / 9.97 + /Ij,� / fi /40.88 +11.53 It 1 1 //// / / /9•� / /k+ 88 , ` \�8.57 / M /it It/ /// ;�///4 / 1 1 ! t l 1 / 1 / ^/I9.92/8/84� / 17 j I I /} +1p•8 l` 1 £ 110.37 ! i / / �'., 1 41.11.46 + 8.48 +9.2,7 15.01 / i +-08 // // ^/ / / / / // 1/ / / l / / l +4.33 / / / / / / /t/ // // �/ / �/ t4 / // / //// 11 2119 � 7d / // / 4,11/t.+11.65 // 7' !/ // / f/ + . 8( (° �� 0.1772T i� 1 if ,otOMM141MO LOT 6 -B RECOMBINATION OF LOTS 6A AND 6B WARD 6 PRB 14 -P, PAGE 44 N/F JAY A. KAMINSKY PIN: 4 -0010 -05 -009 LOT 6A -2 MINOR SUBDIVISION OF LOT 6 WARD 6 SMB 17 -S, PG 23 N/F SUSAN WYLLY EVANS PIN: 4-0010 -05 -014 LOT 6A -1 MINOR SUBDIVISION OF LOT 6 WARD 6 SMB 17 -S, PG 23 N/F VINCENT J. COOK PIN: 4 -0010 -05-013 BENCH MARK: IRON ROD FOUND ELEV. 7.01' NAVD 88 20' ACCESS AND UTILITY EASEMENT NO DATE REVISION WOODEN WALK 120.00' ACCESS EASEMENT 131.06' 20' ACCESS EASEMENT MM MOO MMMMMNMNNMOM 10' UTILITY EASEMENT .8 7.66 787.31 LOT 5-C-1 1.004 ACRES 43,721 SQUARE FEET LOT 5 -D SUBDIVISION OF LOT 5 -C WARD 6 SMB 17 -S, PAGE 69 N/F MARK W. VOLKMANN PIN: 4-0010 -05 -016 LOT 5 -8 RECOMBINATION OF LOTS 5-A, 5 -B, AND 5 -C WARD 6 SMB 17 -S, PG 8 N/F MARK W. VOLKMANN PIN: 4 -0010 -05-011 54939'50 "W LOT 5 -A RECOMBINATION OF LOTS 5 -A, 5 -8, AND 5 -C WARD 6 SMB 17 -S, PG 8 N/F BILL R. & SUE J. DIXON PIN: 4 -0010 -05 -010 IMMIOMNIM0I0101011 MOO owl MM.MN.MMYwatMMM tMtN MM/ ttttMMtMMMMMOa. MIN MOM MNMMMMN•MIMMM WV IMO 1M!/IttMMMtLMMR MOIL .MM +ttMtIMMMPAYYtp - - - MM IIttIIttlltttl...M,M MMt mot MNMOMMMMM... MOt MMt M..10111 .NM.M NOR - LOT 4 WARD 6 N/F SHELDON U. TENENMABUM PIN: 4 -0010 -05 -005 LINE TABLE LINE LENGTH BEARING L1 20.61' 526'25'07 "E L2 30.36' S49'39'5O "W L3 37.26' 5091 3'26"W L4 12.77' 549'39'50 "W SITE DATA AREA: 1.004 ACRES ZONING: R -2 PIN: 4 -0010 -05 -015 PROPERTY ADDRESS: 1619 CHATHAM AVENUE REFERENCE: 1. SUBDIVISION MAP BOOK 175, PAGE 8. 2. SUBDIVISION MAP BOOK 17S, PAGE 23. 3. SUBDIVISION MAP 800K 17S, PAGE 69. 4. PLAT RECORD BOOK 14P, PAGE 44. DRAWING TITLE: ITOPOGRAPHIC SURVEY CI 0 5 UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS BEFORE YOU DIG THROUGHOUT GEORGIA 1-800-282-7411 SURVEY DATE: 3/8/2013 30' 15' 0' GRAPHIC SCALE: 1"=30' SCALE: PROJECT NO: DATE:: DRAWN BY: CHECKED BY: 1"=30' 120554 3/19/2013 DRV JAH (5 II SHEET NO: H o NOT FOR CONSTRUCTION FOR PERMITTING PURPOSES OMLY! 10' -8" 16' -6" 17' -111" 18' -7" (6) RISERS @ 6" (5) TREAD 0 12" (8) RISERS 0 7.11" (7) TREAD 010" RAISE DECK 36" EXIST. RAMP TO REMAIN EDGE OF SAND NOTES: 1. ALL EXIST. DIMENSIONS TO BE FIELD VERIFIED 2. ALL WOOD TO BE PRESSURE TREATED 3. ALL STEEL HARDWARE AND FASTENERS TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL RAILING TO MATCH EXIST. NEW 4x4 POS T AT EACH EXISTING POST LOCATION CUT EXIST. 4x4 POST DOWN APPROX.11" ABOVE CURRENT DECK LEVEL II EXIST. DECK FRAMING 111, a ' a w4 -w4 DE PLAN t/4 .1.-e 4x4 SPLICE POST WITH (4) "0 GALV. OR S.S. BOLTS ST. DECK LEVEL PERIMETER POST EXTENSION /4" - 1' •0' tEOUi i-1 . i i< eight Hint 'rrup2ed grip. TO 1 F'afg M � � r UA iDS REQUIRED. �R L ?o bl les, balconies, clec 9dg ramps, more then 30" above r{ o RESIDENTIAL IAL — minimum COMIVIERCIAL minimum argesi opening ,emitted is 4' ,' NEW 4x4 HANDRAIL POST EXIST. DECK FRAMING NEW 4x4 POST AT EACH EXISTING POST LOCATION (2) " GALV. OR SS BOLTS 4x4 SPLICE POST WITH (4) 31413 GALV. OR S.S. BOLTS NEW 4x4 HANDRAIL POST NEW RAILING TO MATCH EXIST. TO ST. EXCAVATE POST AS REQUIRED TO GET REQUIRED SPLICE LAP INNER POST EXTENSION 3/4 EXIST. RAMP AND RAILING TO REMAIN NEW DECK LEVEL M EXIST. RAMP AND RAIUNG TO REMAIN w0 BOLT TO EXIST. POST SEE TYP. RAIL POST EXTENSION DETAIL T OLD DECK LEVEL 4ii�ii` �i!✓` i/ i\ i/ �i/\ i/\ iL!\ i\ i��\✓\\>\ i `i`i \?�!� /wi /4i /pi / \ \i!`y�i``i � \ `��7�;� \�`\¢:�„ �\;\; �,\\ i0i0i \ \i \i \i \: \ \i0i \�i \ \i \� \\� \. \b \� �:\ t\; 1\ i\ i \ \i \i ? \i.`�✓i� \I� \ ✓L!\iiyp�?��� (4) 2x12 STAIR STRINGERS NEW STAIR AT WALKWAY SECTION /2" (4) 2x12 STAIR STRINGERS 5 .5 0 g 5 1 .5 0 a V AMP: d cn cn DRAWING TITLE: PROJECT NO: 120554 DATE: 4.26 -13 DESIGN BY: DRAWN BY: CHECKED BY: ❑ NOT FOR CONSTRUCTION L RELEASED FOR CONSTRUCTION DATE: BY: SHEET NO: S1.0 li tAIUNG TO MATCH EXIST. NEW 4x4 POST AT EACH ,1 EXISTING POST LOCATION EXIST. DECK FRAMING 11.1►�t 4x4 SPUCE POST PATH (4) ° GALV. OR S.S. BOLTS RAILING 10' -8" 16' -6" 17' -111" 6' -O" 6' -0" 18' -7' 6' -2" (6) RISERS 0 6" (5) TREAD 012" EXIST. STEPS TO REMAIN RAISE DECK 36" EXIST. RAMP TO EXIST. DECK LEVEL EDGE OF SAND NOTES: t. ALL EXIST. DIMENSIONS TO BE FIELD VERIFIED 2. ALL WOOD TO BE PRESSURE TREATED 3. ALL STEEL HARDWARE AND FASTENERS TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL CUT EXIST. 4x4 POST DOWN APPROX. 11" ABOVE CURRENT DECK LEVEL DECK PLAN Zt4 - 1 •-ce PERIMETER POST EXTENSION 3/4" L1YTS tiuDiea gvip. Na2, de.) o F1YY ) 'ADDS REQUIRED. :hes, balconies, dear,., nAmpoi etc. than 30" above flax OF e. .SIDENTI,AL. — minirl�wr height 36" ., MERC:.AL — minimum height 42" N j,a C--2� ! `� EXIST. DECK FRAMING NEW 4x4 HANDRAIL POST NEW RAIUNG TO MATCH EXIST. NEW RAIUNG TO MATCH EXIST. NEW DECK LEVEL NEW 4x4 POST AT EACH EXISTING POST LOCATION (2) 3%" GALV. OR SS BOLTS EXIST. RAMP AND RAIUNG TO REMAIN NEW DECK LEVEL SEE TYP. RAIL POST EXTENSION DETAIL 4x4 SPLICE POST 1NTH (4) 34"0 GALV. OR S.S. BOLTS OLD DECK LEVEL EXIST. RAMP AND RAILING TO REMAIN WO BOLT TO EXIST. POST SEE TYP. RAIL POST EXTENSION DETAIL EXCAVATE POST AS REQUIRED TO GET REQUIRED SPLICE LAP OLD DECK LEVEL WO BOLT TO EXIST. POST WNW / ` /� �� ��i/ O �/ �� :/ j� :/ :� Off/ O //, \O :/ A . i/ �� :/ /� 9 /� /: O �; O / �� / O// ���� ;/O i� �� i : i : i. ?` ii y ��i • i/ ,, NNER POST EXTENSION a /4r -1'-w (4) 2x12 STAIR STRINGERS (4) 2x12 STAIR STRINGERS DRAWING ITT/a EW STAIR AT WALKWAY SECTION ( 5 \NEW STAIR AT RAMP SECTION PROJECT NO; 120554 DATE: 4.26.13 DESIGN BY: DRAWN BY: - CHECKED BY: - ❑ NOT FOR CONSTRUCTION ❑ RELEASED FOR CONSTRUCTION DATE: BY: SHEET NO: