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Home My Public Portal AboutEAGLES NEST DR_105 1OF3.pdfCity 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 -„4a Nu __M\ INTERNATIONAL CODE COUNCIL MEMBER Permit No. /3-0510 Date Requested is / 2443 Owner's Name -51i/ / l vAAi Date Needed Gen. Contractor iPoL_MIA (416' �jePtIPr$ Subcontractor Contact Information .444i7 6ki Li / vA) .a67 D qqj Project Address AO 5 1/ /VAS 7-- Scope of Work k a? 1 (1q/ g 7-- Inspector Date of Inspection Inspection Pass El Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee DATE ISSUED: 09 -23 -2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT 20 X 21 CARPORT 105 EAGLE'S NEST MATT SULLIVAN 105 EAGLE'S NEST TYBEE ISLAND GA 31328 CAROLINA CARPORTS INC PO BOX 1263 DOBSON NC 27017 P $ 100.00 PIN #4- 0019 -02 -060 $1,814.00 PERMIT #: 130590 r,'k at4 s1- r u „s 04 -to-- p.0 Car p o ' 1 3 0 sit .4'4 Doi 'it be 2 S✓ TOTAL BALANCE DUE: $ 100.00 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: Q P. 0. Box 2749 - 403 Butler Avenue, Ty bee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org 43-.00,0 Property Address: 1b6 &xs3j Nes + D . 3 1328 City of Tybee Island, Georgia 912 - 472 -5030 • Fax 912 - 786 -9539 APPLICATION FOR BUILDING PERMIT PIN: L/ Oa �o/q-- Single Family ❑ Duplex ❑ Multi - Family units ❑ * Commercial unit(s) Check all that apply ❑ Discovery/Tearout ❑ Footprint Changes ❑ additional square feet heated /cooled Demolition or Relocation ❑ Other * A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site Plan Approval. Details of Project: toff wiae Z 141 ianj alunn; norm al.t Icy csve{ *4• t$18I4 Estimated Cost of Construction: $ / .. e( 1 (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: 1 i b() Listed on National Historic Register or located within a National Historic District? Y �) • 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 '-4'...t l' m L . Construction debris will be disposed by 1'x.rvle Ct..xte� by means of 'jc4 --,e - . I understand that I must comply with zoning, flood damage control, building, fire, shore protection End 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 actions that may be necessary to restore drain.•e impaired ,�y this permitted construction. Date: 9i-2,;10 Signature: Printed Name of Applicant: fay( h 1 ilt�i�z� Note: A permit normally takes 7 to 10 days to process. Processing time for a historic structure may be longer. Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager Signat itk ui.h.=— . FEES Permit Inspections Cap. Cost Rec. Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL I OCD Name Mailing Address Telephone Owner , ,�, Y11c.4-t a:.-4'h S�., II, fo z` (6 � S I a. 3I3 Z8 Home: 6e� 91z- Z'7- o9? 8 Architect or Engineer Office: Cell: Contractor n C-Fa r�� (-tc f � 5 (? O 2�Cfl 2- (o �ob5a t , I� � Office: Cell: Single Family ❑ Duplex ❑ Multi - Family units ❑ * Commercial unit(s) Check all that apply ❑ Discovery/Tearout ❑ Footprint Changes ❑ additional square feet heated /cooled Demolition or Relocation ❑ Other * A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site Plan Approval. Details of Project: toff wiae Z 141 ianj alunn; norm al.t Icy csve{ *4• t$18I4 Estimated Cost of Construction: $ / .. e( 1 (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: 1 i b() Listed on National Historic Register or located within a National Historic District? Y �) • 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 '-4'...t l' m L . Construction debris will be disposed by 1'x.rvle Ct..xte� by means of 'jc4 --,e - . I understand that I must comply with zoning, flood damage control, building, fire, shore protection End 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 actions that may be necessary to restore drain.•e impaired ,�y this permitted construction. Date: 9i-2,;10 Signature: Printed Name of Applicant: fay( h 1 ilt�i�z� Note: A permit normally takes 7 to 10 days to process. Processing time for a historic structure may be longer. Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager Signat itk ui.h.=— . FEES Permit Inspections Cap. Cost Rec. Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL I OCD 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 od posts, p• , •acing, Type C or A. 4 S g - ure for r ceipt of Lead Paint, Asbestos, and BMP notices Printed Name (2. Date Corporate Office P0. Box 1263 187 Cardinal Ridge Tr. Dobson, NC 27017 P,mail: ccif@ccihq.biz Website: www.carolinacarportsinc.com Carolina Carports, Inc. Toll Free: Local: Fax: Fax: (800) 670 -4262 (336) 367 -6401) (336) 367 -6410 (336) 367-6411 DEALER £( Cci. t irt11e Dealer Phone No04)3)332•0-015-Date q - 1 cr -1 - , ir5 CUSTOMER NAME Min SO/ r 1J4V'% COUNTY R j TAX % (W sere Delivered) ri % , ADDRESS 105 F' Lai e, f- Dr, CITY i , :STATE an ZIP 3131? PHONE: WORK 40: HOME ( ) OTHER ( ,2 -) 1.1NIT SIZE W. L. 31,1 Ht. 2 Ga. 14 ❑ 12 Al Orders C.O.D. , . 7.3. . . • •• • . ''' COLOR TOPi, 61, ' SIDES -- —7 TRIM P° 6.ref 4-4ii a 60 Tax 1rJJPk5 ---.11,f1.3i,-.1 __A' 1 r 00 -- C4r4- 54 st, t:,ta( 1ct0,s. dots% Payment Before Tax I Total – Additional 1.ahnrChargeee�( 1 1 — yam [\ L 1 604 I ,J Balance ilne at Installation F - NOTE: FRAME 1 FT. SHORTER THAN ROOF LENGTH r - f — — Roof Style Regular ❑ Boxed Eave • Vertical Installation Type Cement ❑ Ground ❑ Asphalt ❑ Power Available Yes ❑ No ❑ Uncertified ❑ Certified ❑ BINDING PURCHASE CONTRACT Other ❑ This purchase agreement m�ent (t a `;,Agre gent ") is made by and between Carolina Carports, Inc. ( "CCI "), a North Carolina corporation, and 1" a �i, %I1 Ct11 (the "Buyer "). Buyer agrees, after being fully educated about CCI's various products including the fourteen (14) gauge, twelve (12) gauge, and certified units, to buy, and CCI agrees to sell, pursuant to the terms listed in this Agreement, the item described above. Buyer has read and understands the terms of this Agreement, including the terms and conditions contained ocument, which terms are expressly incorporated herein by reference, as well as any and all on the reverse side of thi relevant w rt , info !f' n „and agrees to be bound by same. Custome : Email: CCI: By: Authorized Baler How did you hear about C,C.I ?: o C.C.I. Event 0 C.C.I. REP o Word of Mouth o Other o Website 0 TV Ad o Paper /Magazine Details Licensee Details Licensee Information Page 1 of PROFESSIONAL LICENSING GEORGIA SECRETARY OF STATE BRIAN P. KEMP Name: Stephen Phillip Maslan Owner: Address: 8011 Paseo Kansas City MO 64131 Primary Source License Information Lic #: PE016522 Profession: Engineers & Land Surveyors Type: Professional Engineer Secondary: Status: Active Issued: 6/2/1987 Last Renewal Date: 4/25/2013 Method: Comity From State /Prov: Expires: 12/31/2014 Associated Licenses No Prerequisite Information Public Board Orders Consent Order Other Documents No Other Documents Data current as of: September 20, 2013 11:17:43 This website is to be used as a primary source verification for licenses issued by the Professional Licensing Boards. Paper verifications are available for a fee. Please contact the Professional Licensing Boards at 478 -207- 2440. http : / /verify.sos.ga.gov /websites/ verification /Details.aspx ?agency id =1 &license id =68425 9/20/20" QUALITY, CUSTOMER SERVICE AND BEST PRICES! FREE PRICING ESTIMATOR ONLINE AT J./ 111/. ZLH -3 CU! Gil REGULAR STIYLE BOXED EAVE STYLE VERTICAL ROOF STNLE $795.00 Si jj095100 $695. 18' x 21' x (i' 6' 2 1/2" 14 Gauge -29 Gauge Roofing -4 Corner Braces - Center Braces ALL BUILDINGS INCLUDE: —►- rreguiar ry►e, srandara rreiIgnr s 0 12x21 18x21 20x21 22x21 24x21 $595 $695 $995 $1195 $1295 12x26 18x26 20x26 22x26 24x26 $895 $995 $1195 $1495 $1595 12x31 18x31 20x31 22x31 24x31 $1095 $1195 $1495 $1795 $1995 12x36 18x36 20x36 22x36 24x36 $1295 $1395 $1795 $2095 $2295 12x41 18x41 20x41 22x41 24x41 $1495 $1695 $2095 $2495 $2695 ,r;�iJJ11:a J -1 J rilJ J1 �J Boxed Eave Style, Standard Height 6' 12x 21 $695 18x 21 $795 20x 21 $1095 22x 21 $1295 24x21 $1495 12x26 18x26 20x26 22x26 24x26 $995 $1095 $1295 $1595 $1895 12x31 18x31 20x31 22x31 24x31 $1195 $1395 $1595 $1895 $2195 12x36 18x36 20x36 22x36 24x36 $1395 $1595 $1895 $2195 $2595 12x41 18x41 20x41 22x41 24x41 $1695 $1895 $2295 $2695 $3095 ALSO AVAILABLE 18'x21'x6' 2 1/2" 14 Gauge -12 GA. 2 1/4" Framing 20 Year Limited Rust Through Warranty - Certified Buildings 130mph -30psf - Certified B, iLdings 26'- 40' Wide Vertical Roo 12 x 21 18 x $995 $10 12x26 $1395 d Height 6' x21 24x 1595 $16& 18x2 1695 26 $1995 24 x 26 $2095 12x 31 $1695 18 x 31 $1795 20x 31 $1995 22x31 $2395 24x31 $2595 12x36 $1995 18x36 $2095 20x36 $2395 22 x 36 $2795 24 x 36 $2995 12x41 $2295 18 x 41 $2495 20x41 $2695 22x41 $3295 24x41 $3495 ASE PRICE IS FOR TOP ONLY I FRAME IS 1FT SHORTER THAN ROOF LENGTH WISE I FREE INSTALLATION ON YOUR LEVEL LAND PLEASE NOTE THAT COLORS MAY VARY DUE TO PRINTING PROCESS B. Red Black Burgundy Clay E. Brown E. Green P. Beige P. Gray Q. Gray S. Stone S. Blue Tan White GARAGE DOORS NOW AVAILABLE IN: ri AEI B. Red E. Brown E. Green { White "An A Raffia' REVI Every e code vi reviewe to viola ' any apps cable codes or ordinances. The review a d permit should not be construed as a war my or guarantee. Revlewe By 2h4 Date_ proved Set of Plans Must on Job Site at All Times" METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS W FOR CODE COMPLIANCE - ort has been made to identify latlons, no oversight by the shall be construed as authority e, cancel, alter or set aside PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 ALL CONSTRUCTION MUST COMPLY WITH SSTD ID -g4 AND THE SRC ONE AND T Ti FAMILY DWELLING CODE__Z .-- AND STATE OF GEORGIA AMENDMENTS 'GENERAL NOTES: 1. ALL STEEL TUBING SHALL BE 9] KS! STEEL 2. SNOW LOAD CI a PSF. 3. LOCATE ANCHORS AT EACH END OF BOW. 4. O TEN M TA OOF AN O BOW OOREl R AUG I M"x 1 SELF FASTENERS WITH C WASHER ® O.C. MAX. MEL. (SEE TABLES ANA L O SPACING SPECIFICATIONS) 5. ALL F1C) CONVECTIONS SHALL BE 114' X V SELF DRILLING SCREWS. 5. ALL SHOP CONNECTIONS SHALL BE WELDED. 7. THE PLANS ARE VALID UNTLLTUE NEXT REVISION OF THE INTERNATIONAL BUILDING COOE. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE IINQUIBIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE Wfl H THE REQUIREMENTS OF THE 20(Z GEORGIA BUILDING CODE. 0 N TABLE 1 - BOW FRAME AND PANEL FASTENER SPACING SPECIFICATIONS WIND EXPOSURE CATEGORY BASK WIND SPEED 3-SECOND GUST (MPH) MAXIMUM BOW SPACING (FEET) AVERAGE FASTENER SPACING ON- CENTERS ALONG BOWS, RAFTERS, AND POSTS (INCHES) INTERIOR BOWS END BOWS B OR C 100 TO 130 5.0 6 6 140 TO 150 4.0 6 6 NOTES: 1. Specifications applicable to 29 gauge (100 to 130 mph) and 26 gauge (100 to 150 rnph) metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fasteners consist of 1/4 "- 14X1" self - drilling screws with control seal washer. 3. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 14' (3:12 pitch). Spacing requirements for other roof heights and/or scopes may vary. TABLE 2 - END POST AND END WALL PANEL FASTENER SPACING SPECIFICATIONS WIND EXPOSURE CATEGORY BASIC WIND SPEED 3- SECOND GUST (MPH) MAXIMUM END POST SPACING (FEET) AVERAGE FASTENER SPACING ON- CENTERS ALONG END POSTS (INCHES) B or C 100 to 150 5.0 6 NOTES: 1. Specifications applicably to 29 gauge (100 to 130 mph) and 26 gauge (100 to 150 mph) metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fasteners consist of 1/4" -14X1" seif - drilling screws with control seal washer. 3. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes DI 14' (3:12 pitch). Spacing requirements for other roof heights and/or slopes may vary. WINDOW AND DOOR NOTE CWIIDDTHT M WIDTH 12' 8' EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL 18' TO 20' 12' IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE 22' TO 24' 16' FOLLOWING SPECIFICATION: 26' TO 30' 20 ANSVAAMA/NWWDA 101/152 2/97 THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330, STANDARD TEST 32' TO 36' 24' METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS BY UNIFORM STATIC AIR PRESSURE. • 38' TO 40' 30' CAROLINA CARPORTS, INC. REP "'°" RBP RBP 161645 MT5 SHEE1 2 CO 29 OR 26 OA. GALVANIZED METAL ROOF PANELS FASTENED 1O BOW FRAME WITH ue a 1' SDF'F WITH CONTROL SEAL WASHER. (SEE TABLE 1 FOR FASTENER SPACING) 12 MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) — FINISH GRADE OR TOP OF CONCRETE 35-0' MAX. 80W SPAN 29 CR 26 GA. GALVANIZED M.IETAL ROOF PANELS FASTENED TO BOW FRAME WITH 1N' a I. SDPs W)TH CONTROL SEAL WASHER. (SEE TABLE 1 FOR FASTENER SPACNJG) TYPICAL BOW SECTION Not To S.M. 12 O'LEG HEIG 2) 234C)1003 NOT kt0Di,iLU WNr, CONCRETE SLAB CON5TRUCIIDN. (5EE DETAIL 7. SHEET S05 M _ 6' WELD 80252 SIDS 6 — WELD ALL WEB CONNECTIONS. ALL SIDES BOX FAVE OPTION OSIDE EXTENSION B MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB [OPEN CARPORTS ONLY) 40-0' MAX. BOW SPAN FINISH GRADE OR TOP OF CONCRETE 5,0" i0 14 ,0" LEG HEIG TRUSSED BOW SECTION Not To Scale 2'J UN 26 60. GALVANIZED METAL HOOF PANELS MASTEN u TO 60W FRAIAE WITH ))A'a 1" SDF's WITH CONTROL SEAL WASHER 8' U.C. MAX. ISEE TABLE 1 FOR FASTENER SPACING) _ MONOLITHIC SLAB FOUNDKI'ION CONT)NUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) 14' -0" MAX. SPAN ANC))005 005 HEOw2E0 CONCRETE 5LA8 CONSTAL C,IGN. (SEE DETAIL 1, SHFEI 6 OF 6) MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) 30'-0" MAX. BOW SPAN TYPICAL SIDE EXTENTION SECTION Nol To Scale 518" 0 sir 0ITH 084. a' HELIX WITHIN 5. OF EACH BOW WITH EXTENSIONS (SEE DETAIL 3. SHEET 50P 8) /'9 OR 26 GA. GALVANIZED METAL PROOF ANELS A,.N,.DRI ND16 016HEDVn1H CONCRETE Slob Cot.. HLUC 11lu1. 45E6 DETNL 1, 616E7 5 OF 5I GABLED OPEN END WALL SECTION NOl To Scale CAROLINA CARPORTS, INC. 10116106 082 NT R84 L a. 502 59 EET3020 6' TYP. OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS -- 6' ANCHORS NOT REOOWED WTTN CONCRETE SLAB CONSTRUCTION ISEE DETAIL I. SHEET 3 OF 5) 5' 11JU_1 SIDE ELEVATION Not To Stole C AIAX IAA% MAX M!U( �► i- �Cii.a� PP ..ledla _ 1711111111111111111NlPSr MEM 11111111111' , MEN MEV I- '911_11 = 1131115.111E11F-11F =1(!,EL =1 FRONT WALL SECTION Nol To 506 GROUND ANCHORS 14 25 U.C. IAA% SEE DETAIL 3. SHEET 5 OF I) T5 HEADER 29 OR 26 GA GALVANIZED T.IE TAL SIDE PANELS. SECURE WALL PANELS TO BOW RAFTER AND END POST WI 1W'af' SELF DRILLING SCREWS WI CONTROL SEAL WASHER Oj IT O.C. ENDWALL T5 POST GROUND ANCHORS ENO POST LOCATIONS (SEE SHEET 5) ANCHORS Nor REOURED WITH CONCRETE SLAB CONSTRUCTION, (SEE OE105.1. 011600 S OF SI OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS WNW.�� mono NMI MORIN -I1 —I' IIIE. LtIj. It '— Ih ;;Ilj;; 11 .111= jlr ;il:.11li l' Ili: IIL j1j =1�1 ( NOT NGWIHTU miH CONCRETE SLAB CONS 11 r+ (SEE RETAIL I. SHEET 5 00 0E el I It LiOWN tN1INELRINU, 30' LONG WITH 5150 ROO AND DEL 6' HELIX EYE ANCHOR (SEE DETAIL 9. SHEET 5 OF B) SIDE OPENING Not To Scale �'• •ME L MAX WU( MAX I.MAX I % MAX ..— SEE TABLE 1 29 OR 26 GA. R•PANEL ROOFING (OPTIONAL SOT PANELS) SEE TABLE 1 SEE TABLE 1 SEE TABLE I %� Il♦ s 111111111111111 11111111HIPIOI 1111111I>•11•1111•111111111�f4INI -- 6' ANCHORS NOT REOOWED WTTN CONCRETE SLAB CONSTRUCTION ISEE DETAIL I. SHEET 3 OF 5) 5' 11JU_1 SIDE ELEVATION Not To Stole C AIAX IAA% MAX M!U( �► i- �Cii.a� PP ..ledla _ 1711111111111111111NlPSr MEM 11111111111' , MEN MEV I- '911_11 = 1131115.111E11F-11F =1(!,EL =1 FRONT WALL SECTION Nol To 506 GROUND ANCHORS 14 25 U.C. IAA% SEE DETAIL 3. SHEET 5 OF I) T5 HEADER 29 OR 26 GA GALVANIZED T.IE TAL SIDE PANELS. SECURE WALL PANELS TO BOW RAFTER AND END POST WI 1W'af' SELF DRILLING SCREWS WI CONTROL SEAL WASHER Oj IT O.C. ENDWALL T5 POST GROUND ANCHORS ENO POST LOCATIONS (SEE SHEET 5) ANCHORS Nor REOURED WITH CONCRETE SLAB CONSTRUCTION, (SEE OE105.1. 011600 S OF SI OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS WNW.�� mono NMI MORIN -I1 —I' IIIE. LtIj. It '— Ih ;;Ilj;; 11 .111= jlr ;il:.11li l' Ili: IIL j1j =1�1 ( NOT NGWIHTU miH CONCRETE SLAB CONS 11 r+ (SEE RETAIL I. SHEET 5 00 0E el I It LiOWN tN1INELRINU, 30' LONG WITH 5150 ROO AND DEL 6' HELIX EYE ANCHOR (SEE DETAIL 9. SHEET 5 OF B) SIDE OPENING Not To Scale REAR WALL SECTION NW To Sul. 29 OR 25 GA. GALVANIZED ETAL SIDE PANELS GROUND ANCHORS a 25'0.C. MAX (SEE DETAIL 3. SHEET OF (I) ANCHORS m. REtlUREO W+TN COMPETE SLAB CONSTROCTION (SEE OCTAL 1.5»EET 5 DE 51 . . CAROLINA CARPORTS, INC. ". 15.16-03 RBP NT5 tl RBP "ii" ADP SHEET a OF 5 �'• •ME L MAX WU( MAX I.MAX I % MAX I.TA% MAX I� rs in'� %� Il♦ s 111111111111111 11111111HIPIOI 1111111I>•11•1111•111111111�f4INI 'M1111= 11_'1= I In 4 5-s-1ra 07,1 ' - ' 4 -, 'r *Eo „I. 1 REAR WALL SECTION NW To Sul. 29 OR 25 GA. GALVANIZED ETAL SIDE PANELS GROUND ANCHORS a 25'0.C. MAX (SEE DETAIL 3. SHEET OF (I) ANCHORS m. REtlUREO W+TN COMPETE SLAB CONSTROCTION (SEE OCTAL 1.5»EET 5 DE 51 . . CAROLINA CARPORTS, INC. ". 15.16-03 RBP NT5 tl RBP "ii" ADP SHEET a OF 5 NSTALL 1/1 x11. EXPAR510NANCHOR THROUGH 145E RAIL WIMN E. OF EACH HOW ATOP/OWES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTORS 2' MINU.IUM MONOLTHIC CONC. FOOTING 12500 P51 MIN.) REINFORCED WITH 2+44 CONTB4000S INSTALL U2' .6' EXVNIJRINNICIIOR 1NR(XJGH 145E R44 44TTHIN a• Of EACH BUN ALONG 510E5 �-- 0001 Rn1OU5.0 CONCRETE PAVEMENT 2' CONCRETE BASE RAIL ANCHORAGE Not To 50048 (OPTIONAL) Z O CONCRETE BASE RAIL ANCHORAGE Nol To Scala (OPTIONAI • OPEN CARPORTS ONLY) 112�6 FRICTION ANCHOR 6• LONG 10 12 GA NIPPLE SECURE wITH 4- 114• t t' 50F's TS BOW POST 3/16' NIPPLE TO STEEL PLATE STEEL GALV. STEEL PLATE MONOLITHIC CONCRETE FOOTING ALTERNATE BOW POST TO CONCRETE FOUNDATION CONNECTION DETAIL Not To Scale DRILL 5J8• HULL I MMOULOI 1 Hl BASE RAR. AND SECURE I L` ANCHOR EYE WITH 1/2' DIAMETER THROUGH BOLT TOP OF SOIL ilk CONCRETE SLAB EYE ANCHOR SIB' ROD J0- LONG WITH OBt 4• HELIX VlASHEk5 15 CUNT. BASE JIVL BASE RAIL ANCHORAGE Nol To Scala I/r FOR la GA FRALUNG 2 -1/0• FOR 12 GA FRAIAING 16 GAUGE U- CHANNEL BRACE FASTENED TO THE LEG AND BO'A'. POSITIONED AT 45 DEGREES, WITH 0 - IJ4' z 1' SELF.DRILIING SCREWS AT EACMENB{4PER BRACE) BRACE SECTION :` ",, Nol To Scale ..i C010051 CIF: CONCRETE SI TALI HAVE A MINIMUM SPECIFIED COMPRESSNE STRENGTH OF 2500 P51 Al 26 000S. COVER OVek 001NFORCING 01010 FOR FOUNDAI IONS. MINIMUM CONCRETE COVER OVER REINFRRCING BARS SHALL BE: G INCHES IN FOUNDATIONS WHERE THE CONCRETE 15 CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER A140 1 1!I INCHES ELSEWHERE. REINFORCING EARS EMBEDDED IN GROUTED CELLS SHALL NAVE A MINIMUM CLEAR DISTANCE OF 114 INCH FOR FINE GROUT UR 1/2114CH FOR COARSE GROUT BETWEEN REINFORCING BARS AND ANY FACE OF A CELL. REINFORCING BARS USED IN MASONRY W SHALL HAVE A MASONRY LOVER (INCLUDING GROUT( OF NOT LESS THAN NCHES R OHM, UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 V1 E$ F Y UNITS NOT EXPOSED TO EARTH DR WEATHER. f1 V� RE ea. Ok0INI. STEEL.: THE REINFORCING STEEL SWILL BE MINIMUM GRADE 40.: GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR VVACI CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE V.'ITH A5TM A 155. CLASS B-2. METAL PLATE CONNECTORS, SCREWS. BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. REINFORCEMENT MAY 6E BENT IN THE SHOP OR THE FIELD PROVIDED: 1. ALL REINFORCEMENT IS BENT COLD. 2. 1HE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE 8AR,15 NOT LESS THAN 51X -6.4R DIAMETERS AND ]. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT. EXCEPTIOIJ: WHERE BENDING IS NECESSARY TO ALIGN DOWEL 8A145 W/TH A vERTICAL CELL. BARS PARTIALLY EMBEDDED W CO.JRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE OF NOT MORE THAN 1 WCH OF HORIZONTAL DISPLACEMENT TO 6 INCHES OF VERTICAL EAR LENGTH. CAROLINA CARPORTS, INC. 10-15.00 R8P wO RBP NT5 ° 88P SHEET 5 01 2- NIPPLE TO 3116' BASE RAIL DOUBLETS HEADER TS 80W RAFTER 6' LONG TS 12 GA NIPPLE SECURE EACH WITH 4 - 1/4'+1 - SELF- DRILLING FASTENERS 0 BOW /POST DETAIL Not To Scale 6' LONG TS 12 GA NIPPLE SECURE EACH WITH 4 • 1H11' SELF - DRILLING FASTENERS TS 4OW POST T5 CONTINUOUS BASE RAIL 3116- . NIPPLE TO BOW /BASE RAIL CONN. DETAIL Not To Scale 6' LONG TS 12 GA NIPPLE. SECURE WITH a • 11511" SELF- DRILLING FASTENERS NIPPLE TO BASE RAIL OBOW /HEADER DETAIL 2 Not To Scale TS 5140 POST TS HEAUEH 2,212. IS GA ANGLE CLIP SECURE TO POST AND HEADER W) 14171' SOF's -2 ON BOTTOM AND 2 ON SIDE (2 RECTO.) . : fir' : . c .iS[.,,...i. . 5 END POST TO HEADER /RAIL CONN. Not To Scale NOTE: 14 GA FRAMING IS 2.7/272 -1/2- TUBE STEEL 12 GA FRAMING IS 2- 1/4- 52.1/4' TUBE STEEL. NIPPLES ARE 2-1/4"A2-1/4" 12 GA T.S. FOR 14 GA FRAMING. NIPPLES ARE 2.42- 12 GA T.S. FOR 12 GA FRAMING. CAROLINA CARPORTS, INC. "` ABP °"°" ASP '^O ABP 14.16Lh NT5 SHEET 7 OF h NO SCREWS RE00151513 W Bow 8END T5 BOW RAFTER 45' T5 80W POST 24.1501 U- (:1LAFINtl BRACE ■5' iU r PUSi) 48• 16 (.0 U- CHANNEL URAL :5 (B' 10 14' P0511 6' LORD IS 12 GA NIPY:.t SECURE BOW AND POST TO NIPPLE W1T1-1 4 • 114-11• SELF- ORILLING FASTENERS BOW /CORNER POST DETAIL Nol To Scale 12' LONG TS 120A NIPPLE. SECURE POST TO NIPPLE WITH 4- 114• a 1' SOF's. NIPPLE TO 3116' BOW RAFTER 24' 16 GA L-CHANNEL. BRACE (S TOT POST) 46' 16 GA (-CHANNEL BRACE (8' TO 14' POST) 6. (.ONLL TS t2 Gl. NIPPLE SECURE WITH 4. 11.010 501's TS 80W POST SIDE EXTENSION BOW/ CORNER POST DETAIL Not To Scala 'l. 16 GAU4:IIANNtL ()RAGE (S TO I' YI*S1) •B• 16 OA UGHANNt1 BRACE IC' 101 YOST) I:IPPLV: 10 BOW RAFTER 16- a- LONG 15 12 GA NIPPLE SECURE P05010 NIPPLE WITH 4- lb 4 1• SDP. IS 5044 4.051 BOX SAVE BOW/ OCORNER POST DETAIL Nol To Scale 1 112'/ 1 1!4'x4. 16 GA CLB' ANL.LE SECURE TO (SOW POST AN0 GABLE NAIL W/ 4.1/4•a I' SOFF 2 ON TOP. 2 ON 510E 73 BOW PO51 11 1r Itex2' lStA414.;; nNGIt SECUf4E (. •- BOW RAFTER AND GFFEE �LT L l' ='�• RAIL W) 4.114- xl-SOF'S 1-) 2 0N TOP. 20140'.'t0Mt :"^%i� T5 GABLE RAIL GABLE RAIL TO BOW POST CONNECTION DETAIL Not To Scale 1 1'21 18 GAUGE FURRING CHANNEL FASTENED TO EACH BOW WITH (2) 1/4- x 1' SELF- DRILLING FASTENER SPACED NOT MORE THAN 18' O.C. 50sx23 ROOPPANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale ND1E: 14 GA FRAMING IS 2.1/2'o2 -V2- TUBE STEEL 12 GA FRAMING IS 2.114'o2 -1l4' TUBE STEEL. NIPPLES ARE 2.114'x2 -114' 12 GA T.S. FOR 14 GA FRAMING. NIPPLES ARE 2-z2' 12 GA T.S. FOR 12 GA FRAMING, CAROLINA CARPORTS, INC. "'• ,0.164,6 RBP .4"-T 5215 °'°" RBP RBP SHEET 6 OF 6 2-x2 -x2' 16 GA ANGLE CLIP SECURE TO POST AND HEADER WI t /4', 1" SDF's -2 ON TOP AND 2 ON SIDE TS STUD TS BOW POST - 29 OR 26 GA. GALV. METAL SIDE PANEL 1 t /2 -x1 1/2'x2" 18 GA CLIP ANGLE SECURE TO BOW POST AND BASE RAIL W/ 4.114511- SOF's TS CONTINUOUS BASE RAIL OEND POST /BOW CONN. DETAIL O END BOW /BASE RAIL CONN. Not To Scale Not To Scale TS ENO POST 4 2-x2 -x2. 16 GA ANGLE CLIP SECURE TO POST AND HEADER W/ 1/4•xi' SDF's -2 ON TOP TS NONSTRUCTURAL HEADER OHEADER TO POST CONN. DETAIL Not To Scale #8 x 1114' 5DF 8' O.C. 9 OSECTION Not To Scale 6' LOW:. 15 12 CA NIPPLE 5E52 /E WITH 5. 1J4' • 1' SDP, NIPPLE TO 3/11' BASE RAIL ✓ TS BOW PCS 1 TS GDNTINUDUS BASE RAIL BOW /BASE RAIL CONN. DETAIL Nol To Scale HB x 1 t14' SDF 8' O,C. �+---I 1/2 THROUGH ROLL UP DOOR HEADER Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester top coat. I I Size varies. See plan Ii t1 1 Header to post conoectk,n 1 with angle clip. See detail 7. , If O 1 II 1 I I 1 I NO1E: 14 GA 12 GA NIPPLES NIPPLES f! 1.,c.:—?,,, . T t i r -..,.iii . FRAMING IS 2- t/2-x2 -12' 7USE FRAMING IS 2.1 /4'x2 -114' TUBE ARE 2.11452 -114. 12 GA T$. ARE 2'x2' 12 GA T.S. FOR 12 1 . STEEL. ` - STEEL. FOR 14 GA FRAMING. GA FRAMING. CAROLINA CARPORTS, INC. • "" •••• 16.16-06 z `-- 661' ""' 415 Win°"'RBP SMEET 6OF6 Dianne Otto From: Dianne Otto Sent: Friday, August 02, 2013 1:49 PM To: 'Matt Sullivan' Subject: RE: Carport Attachments: Minor LDA Guidelines.pdf; S35C- 413080213200.pdf 5Easley Wes4- ' If you will satisfy items a -f you can put up to 100 square feet of the carport into the 25 -foot buffer. For example, if the carport was 18' x 21' that is a 378 square foot building. No more than 100 square feet of the 378 square foot structure could cross the boundary line into the 25 -foot buffer area. So using the 18' width of the carport, 5.5' feet of it could extend into the buffer area because 5.5' x 18' = 99 square feet. The attached drawing shows the 18' x 21' carport placed on your lot as I just described. You would need to work the placement of the size building you are getting to suit you but end up with no more than 100 square feet in the buffer area. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 Original Message From: Matt Sullivan [mailto:mattsullivan3 @yahoo.com] Sent: Friday, August 02, 2013 1:03 PM To: Dianne Otto Subject: Re: Carport Thanks Diane, It looks like a -f is ok with where I would be putting the carport. So if I am understanding correctly, I can be over 100sf in the 25 ft zone as long as a -f is ok? Sent from my iPhone On Aug 2, 2013, at 12:32 PM, Dianne Otto <Dotto @cityoftybee.org> wrote: > Dear Mr. Sullivan, > We're getting to the nitty - gritty now. Without getting a DNR ruling on if the area is or is not a marsh, and therefore has a 25 -foot buffer, I'll need to consider it as a marsh based on your survey. If you want to get a determination we can go that route. I'll let you know who to contact. > See the attached guidelines, item (A)(1) on page 2. It doesn't say carport but it would be similar to an open picnic shelter and we have allowed parking in a buffer on other properties. Will the carport meet items a through f? If yes, up to 100 square feet of it could be in the buffer. > Let me know if you can get the placement you want with the 100 square foot restriction and meeting the other provisions. > Dianne K. Otto, CFM > City of Tybee Island 1 > Planning & Zoning Manager > phone 912.472.5031 > fax 912.786.9539 > > Original Message > From: Matt Sullivan [mailto:mattsullivan3 @yahoo.com] > Sent: Friday, August 02, 2013 12:07 PM > To: Dianne Otto > Subject: Re: Carport > > Hi Diane > Thanks for speaking with me about my carport. I went back and measured for the carport. Where I want to put it is about 21 ft away from the marsh instead of 25 ft. Is there any way to get permission to put it there? Also, I don't know if this matters, but it is marked marsh on the plans but from what I heard from the neighbors is that it was man made to help with mosquito control. It is basically a ditch that was dug that fills with water only at high tides. Let me know what you think when you get a chance. > > Thanks! > Matt Sullivan > > Sent from my iPhone > > On Jul 26, 2013, at 5:07 PM, Dianne Otto <Dotto @cityoftybee.org> wrote: > » Mr. Sullivan, » » The setback requirements for a carport are 5 -feet from any property line. A copy of your survey with the proposed footprint of the carport is needed to demonstrate compliance with the setbacks. Pages 1 and 2 of the attached application are needed along with 2 copies of a basic drawing of the construction. It would show the size of the footings, the sizes of the posts, how the roof is connected, etc. » » Please let me know if you have more questions. » » Dianne K. Otto, CFM » City of Tybee Island » Planning & Zoning Manager » phone 912.472.5031 » fax 912.786.9539 » » » Original Message » From: Matt Sullivan [ mailto:mattsullivan3 @yahoo.com] » Sent: Friday, July 26, 2013 5:03 PM » To: Dianne Otto » Subject: Carport » » Hi Diane, I am looking into putting a carport on my property. Can you tell me what the restrictions are if any and what I need to know other than getting a permit? (ie tie downs) » Thanks! 2 » Matt Sullivan » » Sent from my iPhone » ***************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** » This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e -mail if you have received this e -mail by mistake and delete this e -mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ***************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** » <Building_ Permit _Application_20130624.pdf> > > > > ***************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** > > This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e -mail. Please notify the sender immediately by e -mail if you have received this e -mail by mistake and delete this e- mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 > > ***************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** > <Minor LDA Guidelines.pdf> 3 Georgia Department of Natural Resources 2 Martin Luther King, Jr. Drive, S.E., Suite 1152 East Tower, Atlanta, Georgia 30334 -9000 Chris Clark, Commissioner Environmental Protection Division F. Allen Barnes, Director (404) 656 -4713 MEMORANDUM TO: NonPoint Source Group, Program Coordination Branch Staff, and Local Issuing A horiti ?s FROM: Jim Ussery, istant Director Environment Protection Division RE: Minor Land - Disturbing Activity Guidelines The attached minor land- disturbing guidance document, dated September 2009, has been developed by the Erosion Sedimentation Advisory Council (ESAC). The intent of this document is to clarify minor land- disturbing activities as defined in the Georgia Erosion and Sedimentation Act and the applicable requirements of the NPDES General Permits for Storm Water Discharges Associated with Construction Activity. Please initiate implementation of these guidelines immediately for all applicable minor land- disturbing activities. Should there be any questions regarding this memorandum, please contact the appropriate EPD District Office or the Watershed Protection Branch's NonPoint Source Program at (404) 675 -6240. Attachment Cc: Jim Sommerville Linda MacGregor Larry Hedges Revised September 2009 MINOR LAND - DISTURBING ACTIVITIES As per O.C.G.A. 12 -7- 17(3), minor land- disturbing activities are exempt from the Georgia. Erosion and Sedimentation Act: "Such minor land - disturbing activities as home gardens and individual home landscaping, repairs, maintenance work, fences, and other related activities which result in minor soil erosion." The intent of this document is to clarify minor land- disturbing activities as defined in the Georgia Erosion and Sedimentation Act and the applicable requirements of the NPDES General Permits for Storm Water Discharges Associated with Construction Activity, as follows: A. The following land- disturbing activities are examples of projects not specifically listed in O.C.G.A. 12 -7 -17(3) that would be considered minor land - disturbing activities and therefore, exempt from the Georgia Erosion and Sedimentation Act and the applicable buffer requirements for State waters: 1. Elevated structures such as decks, gazebos, patios, walkways, viewing platforms and/or open picnic shelters, provided: a. No more than 100 square feet of footprint of the elevated structure extends into or over the buffer, with an exception for structures compliant with the Americans with Disability Act (ADA); b. No grading, cutting, filling or similar land- disturbing activities occurring as a part of the site preparation, construction or subsequent development; c. The structure is built on posts, concrete blocks and /or similar supports; d. Permanent protective vegetative cover remains or protective measures (e.g., mulch, gravel) are installed within the footprint of the elevated structure to prevent post- construction soil erosion; e. A natural canopy is left in sufficient quantity to keep shade on the stream bed; and f. No concrete and /or asphalt slabs, pads or foundations constructed or placed as a part of the site preparation, construction or subsequent development. 2. A pervious ground level walkway approach to a dock and /or similar structure, provided: a. No more than 100 square feet of the constructed walkway extends into the buffer, with an exception for structures compliant with the Americans with Disability Act (ADA); b. No grading, cutting, filling or similar land- disturbing activities occurring as a part of the site preparation, construction or subsequent development; c. No concrete and /or asphalt slabs, pads, supports or foundations constructed or placed as a part of the site preparation, construction or subsequent development; and d. All ground preparation and walkway material placement is completed with the use of hand -held equipment. 3. Restoration of buffer area after the removal of an existing structure, provided: 1 Revised September 2009 a. No more than 100 square feet of the structure footprint is in the buffer; and b. The buffer area must be replanted with native vegetation. 4. Maintenance or repair of existing structures, the failure of which would result in a threat to human health or State waters, such as sewer lines, water lines, dams, or gas lines. Total disturbance must be less than 100 square feet. 5. Placement of rock riprap within the buffer not to exceed 100 square feet on any one property, provided: a. The placement of the rip -rap does not result in soil disturbance outside the placement area; and b. No grading, cutting, filling or similar land- disturbing activities occurring as part of the site preparation, construction or subsequent development. B. The following land- disturbing activities are examples of projects that are NOT considered minor land- disturbing activities and therefore, NOT exempt from the Georgia Erosion and Sedimentation Act and the applicable buffer requirements for State waters: 1. Any land- disturbing activity utilizing wheeled or tracked machinery and equipment resulting in soil erosion within the buffer; 2. Paving with poured or prefab concrete and /or asphalt; 3. Any project or combination of projects occurring within the same calendar year on the same property resulting in more than 100 square feet of any elevated structures and /or pervious ground level walkways within or extending into the buffer;, 4. Construction of a barbeque pit on a concrete and /or asphalt slab or pad within the buffer; 5. Construction of a ground level patio within the buffer; 6. Construction of a swimming pool within the buffer; 7. Construction of a structural or decorative retaining wall within the buffer; 8. Construction of a new seawall with land - disturbing activities occurring within the buffer; and 9. Backfilling any new seawall construction within the buffer. In addition, O.C.G.A. 12- 7- 6(b)(15)(A) and O.C.G.A. 12- 7- 6(b)(16)(A) state that "No land disturbing activities shall be conducted within a buffer and a buffer shall remain in its natural, undisturbed, state of vegetation until all land-disturbing activities on the construction site are completed. Once final stabilization of the site is achieved, a buffer may be thinned or trimmed of vegetation as long as a protective vegetative cover remains to protect water quality and aquatic habitat and a natural canopy is left in sufficient quantity to keep shade on the stream bed; provided, however, that any person constructing a single- family residence, when such residence is constructed by or under contract with the owner for his or her own occupancy, may thin or trim vegetation in a buffer at any time as long as protective vegetative cover remains to protect water quality and aquatic habitat and a natural canopy is left in sufficient quantity to keep shade on the stream bed." Therefore, for Common Development construction projects covered under the NPDES General Permit for Storm Water Discharges Associated with Construction Activity (Permit), the exemption for minor land- disturbing activities (O.C.G.A. 12 -7- 17(3)) within the buffer for State waters would not be applicable for an individual lot(s) until such time as a Notice of Termination (NOT) for the Common Development had been submitted in accordance with the Permit. 2 Revised September 2009 For Stand Alone and Infrastructure construction projects covered under the Permit, the exemption for minor land- disturbing activities (O.C.G.A. 12- 7- 17(3)) would not be applicable for a construction project until such time as a NOT is submitted in accordance with the Permit. However, for Infrastructure construction projects only, the installation of mandatory fences within the buffer for State waters is allowed prior to submitting a Notice of Termination and is exempt from the applicable buffer requirements. Compliance with the Georgia Erosion and Sedimentation Act and NPDES General Permits for Storm Water Discharges Associated with Construction Activity does not relieve an individual of any obligation or responsibility for complying with the provisions of any other law or regulations of any Federal, local or additional State authority, nor does it obligate any of the aforementioned to permit this project if they do not concur with its concept of development and control (e.g., placement of rock riprap within the stream channel may require a permit from the United States Army Corps of Engineers). 3