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Home My Public Portal AboutOLD HWY 80_921.pdf • • CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 01-10-2013 PERMIT#: 130021 WORK DESCRIPTION CLEARING&GRADING WORK LOCATION 921 OLD HWY 80—PIN#4-0026-08-006 OWNER NAME WILLIAM RUSHER ADDRESS 4796 LAMBS RD CITY,ST,ZIP NORTH CHARLESTON SC 29418-35 PHONE NUMBER CONTRACTOR NAME CATSKILL BUILDERS,INC. ADDRESS 210 CATALINA DR. CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 162.50 PROPERTY IDENTIFICATION# PROJECT VALUATION $1,500.00 TOTAL BALANCE DUE: $ 162.50 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire,soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: 51/_44,�y �' 44-- P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org ;I I Y Ur I YI3tt ISLAND PL " 'CHASE ORDEF 403 Butler Ave PO Box 2749 Tybee Island,GA 31328-2749 PO Number: 13-21665 Ph(912)786-4573 FAX(912)786-5832 This number must appear on all related correspondence, shipping papers and invoices. Vendor# 0 1 - 0 02 0 5 5 Date: 0 1 / 1 0 / 2 0 1 3 Requisition # 1 3 - 2 1 6 6 Issued to: DAVIS ENGINEERING , INC Ship to: CITY HALL P 0 BOX 1663 403 BUTLER AVENUE TYBEE ISLAND , GA 31328 TYBEE ISLAND , GA 31328 F.O.B. Point - Tybee Island, GA Terms - Net 30 day LINE UNITS DESCRIPTION PRICE AMOUNT 1 0.00 Engineering - 921 Old Hw 100-7220-52-1203 0 .00 87 . 50 Davis Engineering, Inc. - Inv. #21203601 dated 12/19/2012 for $87 . 50 - drainage review for 921 Old Hwy 80 Purchase Order void after 90 days . Special Instructions: TOTAL, 87 .50 Authorized by Date For the City of Tybee Island I agree to provide the items/services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date RECEREET DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus(a�gmail.com INVOICE December 19, 2012 Invoice #21203601 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 921 Oid'i,. Highway 80 12-19-12 0.50 Review with Engineer at City Hall and subsequent review and concurrence of revisions. Previous dranage calcs remained valid. 0.50 hours @ $175 = $87.50 DI - 10 - 13 -L 13 - 00;2/ P. O. /3-..24,6 ,, \ /3 "00,2__/ City of Tybee Island, Georgia ik 912-472-5033 or 912-472-5031 - Fax 912-786-9539 ■ R ,it ) APPLICATION FOR BUILDING PERMIT Property Address: q 21 0 ( J, \ y , 0 00 .6 - 08_Dab 1 Name Mailing Address Telephone Home: Owner �JY"∎ nSl .�sl �� 1anLFS�a,.>) C , � , Cell: Architect or Engineer ESw L �,. Office:.? 10 -leer 160 Contractor 064S(.4: Ll. i2S 7 2 L. ( L � Cell:°i )(b-DZ) (Check all that apply) I IY-Single Family ❑ Discovery/Tearout ❑ Demolition of Structure El Duplex El Footprint Changes— ❑ Other ❑ Multi-Family units new square feet ❑ Commercial units heated/cooled ,r Details of Project: , 11 b>L/, „ 1.. 1 t .∎1 e T_A-)Ss a�1. r�Q 1�S,t� r'c - aLp fkof)) ., k .5iac; t� G' (1d,/t6 .4: MIL ' ,.,/Cw ' zoa/JUN/�- �J �--b (materials + labor + profit/overhead) Estimated Cost of Construction: $ P�, v — 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-- 0- -o( . Construction debris will be disposed by ±r a . \- x by means of L o•14-ra ctrl 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 this_pltted construc . I ' Date: -�-(3 Signature of Applicant: \�Jiy� ' /V' 2) FEES Printed Name Permit 7 5' Inspections Note: A permit normally takes 7 to 10 days to process Cap Cost Rec Water Tap Sewer Stub Approvals: c) drzt)u re �DDate t 3 Eng. Fees �7•S� Planning &Zoning Manager Aid . Fees Building Official Water/Sewer Storm/Drainage City Manager TOTAL No2 . SO 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 p4_ .ost spacing, Type A. 0'7A- ,1 f • 3 Signat e fo receipt of Lead Paint, Asbestos, and BMP notices. 7 Date I d nqt/ 2-- Printed Name SWALE "A" et; '-'�I9 ' LOT 3 50 LF SWALE °y ` AT 2% a�',\ 1FG 6.4 FG 6.2 DNF FLAG#1 FG 6.5 FG 6.3 ' DRIVE TO BE CONSTRUCTED OF PERMEABLE FG 6.7 \\\,\\\\ \\; . \\ \ MATERIALS AND BE 25' WIDE (TOTAL MAX AT FG 6.8 0 \ \ \ RIGHT OF WAY LINE ) OR AS PER CITY OF ® FG 6.9 \\ \ \%\\\ \�\ TYBEE ISLAND ORDINANCES REFER TO TYBEE � \ PLANNING AND ZONNING DEPARTMENT FOR DRIVEWAY ® !�"" '� \ - DNF FLAG#2 TP 7.3 \ OPTIONS ,\,1 \.��t, r, \ , . . al -- • EGG ,0 l \c\\\\\\\\\\\\\ FG .0 - Y:z - ,,;. \ \ \ t ....+rte ir' r \ EXT G `s,` \ MATCH .::r=. DNR \ \ 'G 1. PAVING \ II`♦ f III r I ELEVATION . . •. �►♦`►`r'�� ,,,,,,,,�, ,, , ,*,,,,' � `:'��` .,:..'�"�.-:;.::. : `:=::."..: :: :�;;:.;:_: :::.. .. .. . . ��,:tir ' 0.75% , 1 'r:-' .:":`'. ;.,.. ,' ...:.v,,, \\ \ \\ \ -*f----- ---►- , .,k,, r*,,,,,,,, { .5%a WSS - -I . :# ### * 4*,, I IIII� j '��*,,*, **1111 ��t.� Al 2 ; -'�/-��,� sx i i \\\\\\1\\\\\I\\. DNR FLAG#4 . ........ �� I : \ r\\\ \\\\\\,` \ d �, - -- - - 7a m- \\\\\\\\\\\\\\\ ROOF PLAN 8-Z} Cs)-i x r +� ---- 7 ` 70 =i r�i. : ::" _ ` \\ \�\ \\, \\ \ '\ EXISTING -FINISHED rn z i r ;.rn r- ,, GRADE GRADE ;:r:'- .T.'. :;::,:.-.,:-=::;i::.'.=•.:.,,, ,-,::,. ; '':` :;- .f.':;', :: ;.''.;' \ ,\. \ DNR F VARIES 2. '� • p t �� \\\\ \\\\\\ \\ LAG#5 .1 - T...,;, VARIES o. CO \,\> \\\ \\\\\\ TP 3 \ 1r, ...-- ',:r.1,.,,,c,:.',:,,,1::;-'t::": '..'.•:. :.: \\\\\\ _\V-\\\\\‘\\\ l/ .(rte MATCH EXTG ,::_r .;< \ \ \ II � f o \ f t PAVING - � � �/ :::''''' :::';'''`'':"1':';;'''''''''-:':ti ..: :="��= ; ':' ` ;;�'`�. ` : ='::;:a:° " , .\ \ \ �if ELEVATION ∎41/4 41,I,I,I,I,I. ,��>I �a IIt4�+�! MII11pa,, 0.7\ >I ,' o \\t �. \\. \\ :.,, �,.:.I,, ,I;,v. 4sis y#####��#,# , - - •• .v>#� .;� '::`::::.:.': ::.: :.-. ': :: :': _ ' \ \ \ 4g.\\\ ELEVATIONS SHOWN Si******** , /444****A04 4**** **V,SS� : : ' : : ., :-.: :.: ' ' • _ -, .-_.'jj- --- :i.,.:,•,•.:: ::, \\"4. \\\\\\\' \\\ �I ISIS• ►I►r��ilL►.i 41,46 SWALE DETAIL 44 1 };:,,,,,,:'' : ' NEW 8' WIDE DEGK _.' \\\\ • ,\\\\\\ \\\ DNR FLAG#6 i 1 . ,,„ ., ,.„, , , . . .- ._, ;:. . . ,.:,.. ,„. : .,.2 7 \\\\ \ \\ \ not to scale *-"-8'....� 7P 7.35 _ \� \\\\\\\\\\\\\\\\ BEN I . - - , ttELEC.HfJY �� ,,., NAIL IN P/P ' o�� {;. \\ • \ p-____ -�-- ----- ELEV 8.45 I v� - 4 I 0' 55L k' ' -\ \ , \_ . \ \\ \'N\\DNR FLAG#'7 NAVD 1988 ' ,' q'> O +�• 6� + \ �\ +�. \\\\ \\\\\ \ ,\ 22 2 6 \\\-\-`4441 `_ - \ \ 7.5' DRAINAGE a UTILITY • `+_4 1 q +� + - + --- - 6 \\ ' + + r --)II FG 1G 5.5 , FG 5.9 FG 5.4 FG 5.61 FG 5.4 FG 5.3 SWALE "A" 53 LF SWALE AT 1 . 13% PROPOSED SITE PLAN Special Pre-Construction Note I" = I O' Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), NOTES: tops and depths prior to ordering materials or SPECIAL AVERAGE GRADE NOTES beginning construction. 1 . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE I . CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. AND ZONING DEPARTMENT. GENERAL DRAINAGE NOTES: FEMA MAP NOTES : / 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING I . THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-1 I" ACCORDING TO F.I.R.M. UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES 1 . THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING COMMUNITY PANEL NUMBER 1305 IC 0213 F, MAP REVISED SEPTEMBER 26, 2008 (88 LEGEND AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. DATUM), EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE ITEM EXISTING PROPOSED CONTRACTOR. SPECIAL BUILDING GUI 1�ER NOTES : CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH 1 . A BUILDING GU FI ER SYSTEM AS SHOWN ON THE PLANS SHALL BE UTILIZED TO ENSURE THAT ALL ROOF RUN-OFF IS DIRECTED TO THE TYBEE ISLAND RIGHT TOPO ,`, FG THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. OF WAY. CONTOURS -12- 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. 2. BUILDING DESIGNER SHALL SIZE GUTTER SYSTEM TO CONVEY A 25 YEAR (MIN) GENERAL BUILDING INFORMATION NOTES: SPECIAL BUILDING SET BACK LINE DO NOT ABANDON UTILITIES IN PLACE. NOTES . FLOW -..It- - - - -.- .....,,,,i____................ STORM EVENT (8" PER HOUR). I . THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED I . PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE 5ET AS PER FEMA OUTSIDE PART OF THE BUILDING. ARROWS CONSTRUCTION. 3. INCREASED STORM WATER RUN-OFF DUE TO NEW IMPERVIOUS AREAS WILL FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES. TOP OF G. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OK FOUNDATIONS 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, PARKING TPS WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS SHUTTERS, GU TIERS, DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK OF SLAB 12.30 X TREES TO BE REMOVED. 4. CONSULT TYBEE ISLAND PLANNING AND ZONING DEPARTMENT REGARDING TYBEE ISLAND REQUIREMENTS. ANY KIND OR TYPE OF COVERING OR AESTETIC PART OF THE BUILDING. REQUIREMENTS OF GUT I ERS, DOWNSPOUTS AND DOWNSPOUT BOOTS AND HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GU TIER AND 3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER AND EASEMENT NOTES: DOWNSPOUT SYSTEM PRIOR TO CONSTRUCTION. ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE TRAFFIC AND RIGHT-OF-WAY NOTES: EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND \ RECORDING. I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BO(IOM OF 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA SPECIAL AE AND Ve ZONE NOTES : THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OF PERSONNEL. I. BUILDINGS IN 'AE ZONES ARE TO HAVE THE FINISHED FLOOR SETA THE ALLOWED OVERHANG. STREAM BUFFER ENCROACHMENT NOTES : MINIMUM OF I'ABOVE FLOOD. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT 2. BUILDINGS IN"VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL OF ANY WORK WITHIN RIGHT-Of-WAY. 1 . NEW STRUCTURES ON THIS PROJECT DO NOT STRUCTURAL MEMBER SETA MINIMUM OF I'ABOVE FLOOD. SET BACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR , ENCROACH IN THE 25 OR 50 FOOT STREAM 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAI-I S, BUFFER. HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE ROOF DECKS, STAIRS AND AC COMPRESSORS. Survey Information 2. NON-EXEMPT ACTIVITIES SHALL NOT BE 4. FLOOD VENTS ARE REQUIRED IN"AE"ZONES AND ARE TO HAVE I SQUARE 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING INCH/SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING !S USED. Survey : Reynolds Surveying CONDUCTED WITHIN THE 25 OR 50 FOOT OPENING OF 3",A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR.LESS Date of Survey : Dec. 20 12 STREAM BUFFER AS MEASURED FROM THE ABOVE ADJACENT GRADE. G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE SPECIAL CONSTRUCTION NOTE: POINT OF WRESTED VEGETATION WITHOUT 5. BREAK AWAY WALLS ARE REQUIRED IN "VE"ZONES. BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, Datum : NAVD 1988 FIRST OBTAINING THE NECESSARY VARIANCES G.COORDINATE 5ITE WORK AND FINISHED FLOOR ELEVATIONS WITH DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN AND PERMITS. ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. Of AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR SCALE: I" = 10' CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR _--------"-°-- ---"- EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF 0 1 0' 20' 25 SAID ERROR, DISCREPANCY OR CONFLICT.