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HomeMy Public PortalAbout09-0402 Foran " CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 09-11-2009 PERMIT#: 090402 WORK DESCRIPTION DECKS WORK LOCATION 1 VAN HORN OWNER NAME MICHAEL A.FORAM ADDRESS 146 GRAYS CREEK DR CITY,ST,ZIP SAVANNAH GA 31410-1041 PHONE NUMBER CONTRACTOR NAME BARRY A BROWN CONSTRUCTION CO ADDRESS 1106 E 59TH ST CITY STATE ZIP SAVANNAH GA 31404 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $615.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $75,000.00 TOTAL BALANCE DUE: $615.00 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. OP Signature of Building Inspector or Authorized Agent: L,%,Ju� P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www•.cityoftybee.org 0 a \ 5 a ---■ a S- .(,j 0 GorN, \NaLQ.A '1/41 OJ r . ...'::..''..i:5:1.q; • City of Tybee Island - Community Development Dept. • ireo . ....• .._-„, Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 manalY# Phone 912.786.4573 ext. 114 - Fax 912.786.9539 •.,:crei4; •._ •.._ 0 Cl 1 c) _ -2 0 . D- Permit No. , - 0 14 0 -2- Date Requested ..---- Owner's Name -- cp_r—s Date Needed r) -- 2 ( - 0 9 _ - I:)os r--A. V Lv,--) Gen. Contractor C o S-.1 s+ . Subcontractor ----) ,..4... o_.. scaL... t *s_,cv ,, 0 / Contact Information 1.4..lar r ,.6 , \ / Project Address I V 0 r-N 4,= r' r-, Scope of Work CI e C S„_ ______ Inspector -0) Date of inspection/.AS 4,67 1/ 0(1 ,Inspection --V\0 3 4-', ("N C2,- Pass El 110 Fee . 0 Inspection Pass 0 Fail 0 Fee Inspection Pass Fail 0 Fee inspection Pass 0 Fail 0 Fee_______ 1 _,......„ . (-..), .._._, , ) i ..,..,_ , if 0 ....„--4, City of Tybee island - Community Development Dep -- .:4e..... cram..i .:,,', Inspection Report . .4. . 403 Ruder Ave. - P.O. Box 2749 - Tybee Island, GA 3 28 t,„,t,fl-1 1.,.;#4` -........- ...,....,„;- Phone 912.786.4573 ext. 114 - Fax 912.786.9539 I Permit No. (99 _ to 4(--)2- Date Requested LL:i.- _ -7.---0 Y Owner's Name ___ 1) r 0 n Date Needed ( - ( 3 - 0 9 -c -. .,2 u- 1.-. k .... r " Gen. Contractor (: g Subcontractor ,--- --- - (Th Contact Information , A 0 - c) Project Address 1 Vo 4 Jr r'—''S Scope of Work decks Date of Inspection L '•I''s' .-7;•L 7 v Inspector , f I Inspection ('),4 (% 4-, On a i ----o....0._ __Li , Pass Fail ig Fee r 0 11 . 1 • Inspection • Pass Fail.0 Fee Inspection Pass Fail 0 Fee 'nspection Pass 0 Fail E3 Fee 'k., • \ _ -r, —• ------- --- — — — ________ ________ .____ ._ ______________ ��—e psi —' 7 l..- VI ►\.\City of "'lee Island • Community Develc )ent Dept. Li' h:M kik% U Inspection Report Nu \\ a// 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ...... INTERNATIONAL ,�, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. CD q -° 0 ` , 0 2- Date Requested .� %. f G , 'C„_ Owner's Name r or an Date Needed ,-1 Gen. Contractor Ct f'rr 4 n r0 c4- . Subcontractor Contact Information a r r-j (DSO O - 56-g Project Address I t/ (. c 0 r n Scope of Work C' -e c 14. 5 Inspector -') / 1 Date of Inspection () 7//_2 2 Inspection %� ,&C i 4 rs4,4 ( Pass t"- m Fee , i� Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee �YRt z -yv City Island • Community Deve( ;»ent Dept. )(_)rbee Inspection Report � � _� � 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 313 8 =-- •-��� � ,fi NTERNATIONAL / Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIL" MEMBER Permit No. Oc " L-' 9- 02. Date Requested (0 - 1 - 10 Owner's Name l'' 0 ro,. h--° Date Needed 1,.0 °2 •- I Gen. Contractor a , s�± . Subcontractor Contact Information of r ,_ r bCrL r 0(4 J � �p J�i -s $ g9 Project Address I Q r'1 14 O r n Scope of Work . e c- \t s Inspector 1/4 Date of Inspection L,c-f ' ) Inspection @ P C • ° Pass r Fai M Fee .? Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Dianne Otto 0 9'0402_ From: Jonathan Lynn Sent: Thursday, May 06, 2010 10:24 AM To: 'babhbinc @bellsouth.net' Cc: Dianne Otto; 'Ann Thran' Subject: Foran Landscaping Barry Thanks for meeting me at the Foran property here on Tybee this morning to discuss landscaping.The City does not have any problems with the proposed landscaping as we discussed. If there is ever a reason that the City needs to utilize the ROW for any reason,the shrubbery would be removed at the owner's expense,which you said would not be a problem. I hope that this email helps but if you need anything else, please let me know. 'S,'--F ii`• Jonathan Lynn mailto:ilvnn@cityoftybee.org N • .% Planning&Zoning Manager "'"' - < ; City of Tybee Island http://www.cityoftvbee.org/ i , , 2) 403 Butler Ave PO Box 2749 Tybee Island,GA 31328 '?'. Phone: (912)786-4573 x107 Fax:(912)786-9539 inFind us on Facebook A Citizen Alert Notification Sign Up►, —4-'' 4'0 1 -ii a it '. 1 L LZln d$reQ -CK GEORGIA_ 'Plan DLPARIMLN COf NATURAL RLSOURCLI COASTAL RESOURCES DIVISION CHRIS CLARK A,G. "SPUD" WOODWARD COMMISSIONER DIRECTOR May 3, 2010 Michael Foran litto Bar Pilots, Inc. - 146 Grays Creek Drive Savannah, Georgia 31410 RE: Letter of Acknowledgement, Michael Foran, SPA Permit#360 Landscape Plan, #1 Van Horne Street, Oceanview Subdivision,Fort Screven Ward, Tybee Island, Chatham, Georgia Dear Mr. Foran: This Letter of Acknowledgement (LOA) is in response to your recent submittal of landscape plans for#1 van Horne Street. SPA#360 authorized the construction and maintenance of deck and screened porch and landscaping in the Shore Protection Act Jurisdiction Area. The permit was conditioned by both Standard Conditions and the following Special Conditions: 1. No additional heated or cooled space is authorized. 2. Access to the beach will be via an existing private dune crosswalk and path. No extension seaward of the existing crosswalk is permitted. 3. All new driveways and parking areas must be constructed of pervious materials. 4. The applicant must restore the dunes on the southeast portion of the lot, and the area covered by the portion of the deck to be removed, with natural dune features and native vegetation. The dune area on the eastern side of the house will remain in its naturally vegetated and topographical condition except for hand pruning for views from the house to the ocean. The landscape plans, including pruning, must be approved by the Department prior to commencement of landscaping activities. 5. No new construction is permitted in the dune areas. Stairs to the southern porch must be located landward of the toe of the most landward dune. Staff must review and approve plans prior to construction. 6. Existing stairs associated with the bulkhead and the existing stairs accessing the eastern deck from the south side of the deck must be removed. 7. No mowing is permitted in the dune areas. 8. Should the dunes shift landwards, which is considered a natural function of the sand sharing system, every effort must be made to protect the dynamic dune area. Only the existing retaining wall may be reinforced. No new retaining walls or other structures may be placed or built within the dynamic dune field. 9. No less than 34% of the state's jurisdictional area will be retained in its naturally vegetated and topographic condition. ONE CONSERVATION WAY I BRUNSWICK, GEORGIA 31520-8686 912.264.7218 I FAX 912.262.3143 I WWW.COASTALGADN R.ORG SPA#360 Foran Landscape LC May 3,2010 Page 2 of 3 10.During construction, no materials or equipment can be stored in the dune area; silt fence must be placed to clearly delineate the dune area where no impacts are permitted. 11. To protect marine turtle hatchlings, placement and use of exterior lighting must be consistent with the Department of Natural Resources' Wildlife Resources Divisions sea turtle nesting guidelines as well as the lighting ordinance of the City of Tybee. 12. Landscaped trees will not change the Shore Protection Area jurisdiction and must be noted as landscaped on the post construction survey. 13. Permittee must provide a post-construction survey to the Department of Natural Resources within 30 days of project completion. The survey must be performed by a surveyor registered in the State of Georgia and must comply with appropriate professional industry standards. The landward toe of the dune runs along the original bulkhead. A portion of the lot(34%) seaward of the bulkhead has been designated as dunes and is to be restored with natural dune features and native vegetation as per Special Conditions #4 and#9. Staff has reviewed your proposed landscape plans. The landscape plan includes both native and non-native plants. Plants proposed in the dune area include: Juniperous virginiana, (Easterm Red Cedar); Gaillardia pulchella (Blanket Flower); Gelsernium sempervirens (Carolina Jasmine);Muhlenbergia campillaris, (Pink Muhly Grass); Sabal palmetto, (Sabal Palm); Spartina patens, (Salt Meadow Cord Grass); Prunis maritime, (Beach Plum); Uniola Paniculata, (Sea Oats) and Myrica cerifera, (Wax Myrtle). These plants are considered native dune vegetation and are permitted. Also included in the plan is Quercus germinate, (Live Oak). Live Oak is not considered native dune vegetation but a maritime forest species and may not be planted in the dune area. As an alternative, additional red cedar or wax myrtle may be substituted for the Live Oaks in the dune area. Other non-native plants included in the plan are:Lagerstroemia indica (Crepe Myrtle);Nerium oleander(Oleander);Hemericollis hybrida (Daylily) and Agopanthus orientalis (Agopanthus). These plants are proposed outside of the dune area and the 34% of the lot that is to be retained in its natural vegetated and topographic state. Seeds for these non-native plants can migrate into the natural areas and have detrimental effects by out competing natural species. Staff does not recommend these plants in this fragile coastal environment but your permit does not prohibit their use. Staff would be happy to meet with you and discuss alternative native plants in these areas with similar characteristics as the ones you've chosen, such as Georgia's native lilies; Turks-Cap Lily, Southern Red Lily and Carolina Lily. The proposed landscape plan also includes placing lattice along the 12' x 60' porch and around the deck and requests a temporary access point for the placement of landscaping. Special condition#5 does not allow for any additional structures in the dune area. The 12' x 60' porch is landward of the bulkhead and landward of the dune line. Therefore, lattice may only be installed along the 12' x 60' eastern porch. Since Special condition#5 does not allow for additional construction in the dunes, temporary pedestrian access to the dune area is allowed for the placement of landscaping, no motorized SPA#360 Foran Landscape LC'' May 3,2010 Page 3 of 3 vehicles are allowed. Access is available from the north side of the house via the driveway and side dunes. Dunes to the south and east of the residence can be accessed along Van Horne Street. During construction and installation of landscaping, no materials or equipment can be stored in the dune area; silt fence must be placed to clearly delineate the dune area where no impacts are permitted. No vegetation is to be disturbed beyond the limits of the project during construction. Any incidental impacts to the dunes or vegetation must be restored to pre-project vegetated and topographic conditions. All construction must comply with Department of Natural Resources Sea Turtle Guidelines and the Tybee Island Beach Management Plan. In addition, a portion of the landscape plan is located on City of Tybee property. Proper authorization from the City of Tybee may be required for this portion of the plan. Please contact the City of Tybee prior to installation in order to obtain any authorization that maybe required. This Letter of Acknowledgement is not meant to exempt the above referenced activity from future environmental laws. This project must comply with all other Federal, State, and local statutes, ordinances and regulations. If you have any questions or concerns about this project feel free to contact Ann Thran at 912- 617-6310 or by e-mail at ann_thran @dnr.state.ga.us. Sincerely, Brad Gane Assistant Director Ecological Services Section enclosures: Project Drawings &Description cc: Stuart Sligh, Sligh Environmental Jonathan Lynn, Planning and Zoning Manager City of Tybee Island NOTES: No Oak-S. — 1) CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS PRIOR TO BEGINNING WORK. .Via{ -- 2) SURVEY IS BY CHATHAM SURVEYING SERVICES INC & HAS NOT BEEN GRAPHIC SCALE FIELD VERIFIED. d f il c'- ."'"t:IWL■71..*'* 1 r ____ ,..,,..,.... _ , Vat ilitiffiti • maiitir ira,....,..4i,,,..1.7,67,"( 1, ow. -------- -• --•_ • ._ . . ....... /2' a ---........ t156arnal--_1 III Fffir:IF,C.44trr:24:7,,E,,, --.....\, , , Pr."""'"' - - _ Umwro MOOD.StRuctuNIE 4 r , *."'"' >/:', ', ' .'I, -, —- -- • - . • . • „.$..., .„„,,••, , , „ 4-106 - it CIO ."*-N.r.,_.44,... A...1,*- K. •• ..'..••S .` s(7,..n.*\'... A' ..../ - ' '". .-. v.Ilt --- s Al ..". 7?",.. ' ,.... .';' ' N., P i , j°44.0Z..•• ■ ,-I.. ■ kl. 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Box 2749 • Tybee Island, GA 31328 ..*, •-., Phone 912.786.4573 ext. 114 - Fax 912.786.9539 :;.1.,f. _.............. :0E1%15 Permit No. .) q , 0 LI-- 0-2- Date Requested 4 - I Li - i o Owner's Name \-- o r a fl Date Needed Lir - - -ix , -1,- 0,,,,-- r-ir 1...;r • (......)('N Gen. Contractor 0 r 0 n s4-. Subcontractor ,_----. ■...2-., Contact Information • 1 r.N-4----. 1,...0.510:- 5 ‘..._, <6' i._____._..._____._ . , Project Address V a \r-, A--10 Scope of Work Inspector ,,--) Date of Inspection ■ Inspection 1: 1;-^.7. 1 on r r7 Q PIN, i \( ...- -- -..... 1 A i Pass Ma Af s Fee 0 1 — A 1 . f7-1-- i I — ‘-- C''' .4--r-lb V\iC-el-fol ON)L., .1 (pizioR - 10 cen)f4-z u?) Inspection - -- Fail 0 Fee _ 6-1f 4/11-", ekAA 4 C) F42Orin-i -P11, 5 --- b I (-4-)SZCI (" riwzr--11 1D), fq 441_ (th qLO ( - caaixic , 6060-03s 0 :.- _,44,4--N idizi6-v) . ._, --- ,..-- ■ , -- ---- v. - -- -- 2 ,‘ Inspection :., _v.... — 7 Fail Fee 1 , - - - -- I2 If you have any questions please call me at (912) 786-4573, extension 107 or via email at jlynn@cityoftybee.org. Sipcerely, 1 Jon!than H. Lynn Planning and Zoning Manager Cc: Barry Brown Construction Property File It IlliNk-1111 . I 1. 1i71� !L u,K` r i 4 jam. HUc•:t• , •2P HUSKY HU fi - -. L______. . .i1.V\01 It k . .. . ^' �. r SIOP NORK . J N.. a - ve/ .. am ---. ' �. . . il[11 ". 1 1 /1 9/2 i i''. ' - -' y LEGAL NOTICE CITY OF TYBEE ISLAND PERMIT oqoqoz WHEREAS, VIOLATIONS OF THE CODE OF THE CITY OF TYBEE ISLAND HAVE BEEN FOUND, NOTICE IS HEREBY GIVEN IN ACCORDANCE WITH THE ABOVE CODE THAT ALL PERSONS CEASE, DESIST FROM AND STOP WORK AT ONCE ON ANY CONSTRUCTION, AL'T`ERATION, REPAIR, OR FURTHER USE OF THESE PREMISES KNOWN AS � V • J4orr UNTIL THE VIOLATION HAS BEEN CORRECTED AND APPROVED BY THE CITY OF TYBEE ISLAND. ALL PERSONS ACTING CONTRARY TO THIS NOTICE OR REMOVING OR MUTILATING IT ARE LIABLE TO SUMMARY ARREST UNLESS SUCH ACTION IS AUTHORIZED BY THE CITY OF TYBEE ISLAND. DATE I I ° I '1o9 PHONE 1 % • 'fs '13x1Jq INSPECTOR � 1/a 4orc 7 y,.. y_. ......,, _r yt-J�c_.z i s r , V.., .�L, I . .-,..a,— '-...ir UJt ES. SORT CITY DESIGN GROUP._. C O N S U L T I N G E N G I N E E R S S FIELD REPORT BARRY BROWN FAX: 788-7703 Date: OCTOBER 15, 2009 Project: FORAN RESIDENCE ContrActar; BARRY BROWN Present at job she: MICHAEL FORAN BARRY BROWN MARK BOSWELL MICHAEL SIKES OBSERVATIONS I REVIEWED SEVERAL LOCATIONS WHERE NEW FOOTINGS ARE SCHEDULED TO SUPPORT A NEW DECK. CONTRACTOR HAS FOUND REMAINS OF PREVIOUS CONSTRUCTION CONSISTING OF SLAB-ON-GRADE, CMU STEM WALL,AND CONTINUOUS CONCRETE FOOTING. CONTRACTOR WAS INSTRUCTED TO REMOVE SLAB-ON-GRADE AND CMU STEM WALL TO LIMITS REQUIRED FOR INSTALLATION OF NEW SCHEDULED FOOTINGS. NEW FOOTINGS SHALL BE PLACED OVER EXISTING CONTINUOUS CONCRETE FOOTING AND ALLOWED TO TURN DOWN OVER EDGE OF EXISTING FOOTING, SCHEDULED REINFORCING FOR NEW FOOTINGS SHALL BE MAINTAINED. END OF REPORT . , i " lif A. Submitted ' -it , _' • ' 73g3 Hc&9©son Memorial Drive-Suite 200-Savannah, Georgia 31406-912.927.1435(office)912.9202729(fax) CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT S(5 B (ie&:4 1/ V( - o /02- Location: /- 1/ilL' 14 p 2w Vc, PIN # NAME ADDRESS TELEPHONE Owner ilgicdt,'l Fo?i4,v iqc rays CR f ek i, 65 - Architect 2 /}Phil JPSC$,vs /5/ 'ric1tt r z_ or Engineer T/? g/bor,/,`,v9,203,tA.„ � $1/7-OQ S Building. "BArziyA . 13woud ) 8?9 F;` s15r 9/7- Contractor e�' iOS a C� tit , .7.7s u atici . . 7& - 9/6 (Check all that apply) ❑ Repair la Residential I I Footprint Changes ❑ Renovation I I Single Family Discovery ❑ Minor Addition Duplex ❑ Demolition ❑ Substantial Addition I I Multi-Family ❑ Other Commercial Details of Project: 71 Peck Estimated Cost of Construction: $ 75/ ©Up.Cr6 Censtruction Typ (Enter appropriate number) (1) Wood Frain: (4) Masonry (6) Other (please specify) (2) ood & sonry (5) Steel &Masonry (3) B� Ve --er Propos e. us v. Remark .: ,' ATTAC 7 A,COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the followin info. ation based on the construction drawings and site plan: #Unit-: #Bedrooms #Bathrooms Lot •; ea Living space(total sq. ft.) #Of-street parking s i,.ces Tre s located & listed o'=. site plan A►cess: veway (ft.) With culvert? With swale? ..etbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating nits, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through F.u 7`o+ (7 t a 0.5 On-site waste and debris containers will be provided by tv, til, Construction debris will be disposed by LA , by means of C a,u $a.. "c I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: ,?-3 l IS Signature of Applicant: 1 •'6,t,4..4.4.7 ;/. "'"---Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: I ':nature Date FEES Zoning Administrator ;y S C total Permit Code Enforcement Officer ' 1 Inspections 2 Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL Ric Or A '1 NTUUAGE6 C4E ' O GEORGIA Permit Acknowledgement of 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. _3/ 07' ndersi. ed Date Printed Name Office Use Only: Project Address: Permit Number: - - ---- , '::`,..)1., Trq ,. 71. , , ,.ii _ ,--,-, „ ,. , ., , Georgh.a Saute kkrotecTion uanalniclee , i,. 1 ' i PE , 0 IT Issued Pursuant to O.C.G,A. 12-5-230 To: Savannah Bar Pilots, Inc. Location: Lot 8, #1 Van Horne Street, Oceanview Subdivision, Fort Screven Ward, Tybee Island, Chatham , County, Georgia. For: This permit authorizes the constriction and maintenance of a 12'x 60' screened and covered porch on the existing 12'x 60'deck located on the eastern or seaward side of the house,the removal of the 10'x 20'seaward-naest portion of the existing deck(which is located on the City of Tybee's property)and stairs to the south.The new 6' x 20'stairs and southern porch will be!cleated landward of the dunes.Construction in the dune area includes widening of the existing crosswalk steps to 6', trimming the rime vegetation directly seaward of the deck area and installing a new concrete retaining wall adjacent to,and west of,an existing wooden retaintg wall located at the toe of the most landward dune.The permittee must restore the undeveloped portion of the properly and the area covered by the portion of the deck to be removed with natural dune features and native vegetation.The dune area on the eastern side of the house will remain in its naturally vegetated and topographical condition except for band pruning for views from the house to the ocean.Landward of the dunes,the permit authorizes the removal an existing 3'x 60' concrete sidewalk located southwest of the residence and replace the area with sod, add 281 square feet of pervious parking,on the northwest comer of the property, resurface the existing driveway with pervious materials and construct a new screened and covered porch and deck on the first story of the south side of the house.The -, • , entre property is 13,049.66 square feet of which 12,013,21 square feet is in the state's kilisdiction.The total.fai-isdictional area to be impacted by the existing and permitted srnectures is approximately 7,927.62 square feet. Approximately 4,085.59 square feet or 34%of the state's jurisdictional area will be restored to its natural vegetated and topographic state.Standard and special conditions apply to this permit. Date: March 24, 2006 ..„......„ -\--71... .),.7-,...., Expiration Date: March 24, 2011 GG i(- IA 11.4 TANW I.', Permit Number 360 CostaLkunuvestiivislust ,`j,....... ."--*: ii, •■ii,,,„ 0.....:: f- '''k'qf..! Authorized By: For farther information,please contact the DNR.Coastal Resource- )tvision a 91 '2.4-721: pr. c--- A FOR I Coastal Resources Division March 30, 2006 Michael Foran Savannah Bar Pilots, Inc. 146 Grays Creek Drive Savannah, Georgia 31410 RE: Shore Protection Committee Permit#360, To construct and maintain decks,porches, stairs and a driveway; enlarge a crosswalk; and landscape and trim dune vegetation Lot 8, #1 Van Home Street, Oceanview Subdivision, Fort Screven Ward, Tybee Island, Chatham County, Georgia. Dear Mr. Foran, The Shore Protection Committee considered and approved permit # 360 referenced above under the Shore Protection Act O.C.G.A. 12-5-230 et. seq. The permit placard and permit conditions are attached to this letter. All decision documents (attached), as well as all other plans, documents and materials submitted during the application process become terms of this permit and are now enforceable conditions. You may begin construction 30 days following permit issuance, provided there is no legal appeal of this permit, you have all other necessary federal, state and local authorizations, and you have met all of the standard and special conditions as required by this permit. Permitted Project Description: This permit authorizes the construction and maintenance of a 12' x 60' screened and covered porch on the existing 12' x 60' deck located on the eastern or seaward side of the house, the removal of the 10' x 20' seaward-most portion of the existing deck(which is located on the City of Tybee's property) and stairs to the south. The new 6' x 20' stairs and southern porch will be located landward of the dunes. Construction in the dune area includes widening of the existing crosswalk steps to 6', trimming the dune vegetation directly seaward of the deck area and installing a new concrete retaining wall adjacent to, and west of, an existing wooden retaining wall located at the toe of the most landward dune. The permittee must restore the undeveloped portion of the property and the area covered by the portion of the deck to be removed with natural dune features and native vegetation. The dune area on the eastern side of the house will remain in its naturally vegetated and topographical condition except for hand pruning for views from the house to the ocean. Landward of the dunes, the permit authorizes the removal an existing 3' x 60' concrete sidewalk located southwest of the residence and replace the area with sod, add 281 square feet of pervious parking, on the northwest corner of the property, resurface the existing driveway with pervious materials and construct a new screened and covered porch and deck on the first story of the south side of the house. The entire property is 13,049.66 square feet of which 12,013.21 square feet is in the state's jurisdiction. The total jurisdictional area to be impacted by the existing and permitted structures is approximately 7,927.62 square feet. Georgia Department of Natural Resources • Coastal Resources Division One Conservation Way • Brunswick, Georgia 31520 TEL: (912) 264-7218 • FAX: (912) 262-3143 • WEB: http://crd.dnr.state.ga.us Savannah Bar Pilots Inc. SPA# 360 Final Approval March 30, 2006 Approximately 4,085.59 square feet or 34% of the state's jurisdictional area will be restored to its natural vegetated and topographic state. Standard and special conditions apply to this permit. ¶ Permit and Construction Placards: Enclosed is the permit placard to be posted at the work site (within 24 hours) for the duration of the construction activity. Please note that you will also need to notify the Department no later than 15 days prior to the start of project construction to obtain a separate construction placard. DNR staff will arrange a site visit to confirm the project footprint before construction begins and to initial the construction placard at the identified intervals during the project. This placard will also need to be posted at the site during construction. Post Construction Requirements: Compliance Certification and File Maintenance Also enclosed is a Certification of Compliance that must be submitted to us within 30 days following completion of the permitted activity. Department staff will assess compliance and provide you with a written verification of project completion and compliance. This letter and attachments are to be held by you for your files and for inspection by any authorized persons. The expiration date for the permit is five (5) years from the date of issuance. However, no construction may commence within the area of jurisdiction of the Act until the expiration of thirty(30) days following the date of issuance, provided there is no legal appeal of this permit, you have all other necessary federal, state and local authorizations, and you have met all of the standard and special conditions as required by this permit. Conveyance of Ownership Interest: If you as the permit holder sell, lease, rent, or otherwise convey the land or any portion of the land for which the permit was issued, you must notify the Department within 30 days of this transfer or conveyance. The permit shall continue in force in favor of the new owner, lessee, tenant, or other assignee so long as there is no change in the use of the land as set forth in the original application. The Department will transfer the permit to the new owner with all of the original terms and conditions. We ask that you carefully read through this document and attachments and comply with the terms and conditions of this permit. Feel free to contact me if you need clarification of any of these conditions or for assistance with this project. Sincerely, Brad Gane Assistant Director Ecological Services Section Savannah Bar Pilots Ink. SPA# 360 Final Approval March 30, 2006 Enclosures: SPA Permit # 360 and Permit Conditions, Compliance Certificate V' cc with approved permit drawings: Dee Anderson City of Tybee Planning and Zoning -.- „„„... ,,,, s (7-- • ,..,, .. .. f� t N lr Petitioner: Michael Foran - Savannah Bar Pilots, Inc. Description: Setback Variance and Tybee Shore Protection Line Variance for extension of porch Property Address: 1 Van Horn, PIN 4-0003-10-009, Zone R-1 Zoning Action Requested: Zoning Variance (Section 5-090) At a Public Hearing on September 25, 2008, the Mayor and Council of the City of Tybee Island det= 'ned that the findings required by the Code of Ordinances for the • anting of a Zoning Variance had been met. The petitioner is hereby granted: porch extension encroaching into one setback by 1.3-f and int another setback by 0.4-feet.Aii i. 1 ../7/?:.,,,A57 P- ner , Date, Ai '" � - ',A .nni • & Economic D- elopment Dir. D e ,./7„--..4.- V Zq-'t IlWr ayor Date ''OUZCe//4/.- - ()a)Clerk of Council D to • LEGAL NOTICE CITY OF TYBEE ISLAND PERMIT • OQ2 WHEREAS, VIOLATIONS OF THE CODE OF THE CITY 0 TYBEE ISLAND HAVE BEEN FOUND, NOTICE IS HEREBY GIVEN IN ACCORDANCE WITH THE ABOVE CODE THAT ALL PERSONS CEASE, DESIST FROM AND STOP WORK AT ONCE ON ANY CONSTRUCTION, ALTERATION, REPAIR, OR FURTHER USE OF THESE PREMISES KNOWN AS I Van 14 0 r UNTIL THE VIOLATION HAS BEEN CORRECTED AND APPROVED BY THE CITY OF TYBEE ISLAND. ALL PERSONS ACTING CONTRARY TO THIS NOTICE OR REMOVING OR MUTILATING IT ARE LIABLE TO SUMMARY ARREST UNLESS SUCH ACTION IS AUTHORIZED BY THE CITY OF TYBEE ISLAND. DATE I I • I Q o 09 PHONE 18b - 4673 xijq INSPECTOR a 4orcI r ma G WINS coNsTRI JcTioN 12 a. FOR IMP i , ,. • _ . . - . , , ) , . . i . ‘1.) , , , - • -, - ' - . MD . . A . , . , . . , , . , .... , .. . , , 11 . D EC K ..... , ,iii . RmoDEL E J \., .;,.------ , s ,-, AND , GEORGIA al (CHATHAM C OUN JOB NUMBER 1 VAN HORN - 070707 . JUI-Y 7 , 007 "Ato Approved Set of Piano Must, Remain nri c-Ent3 Sir-.Flt Ail Thr105 rti oe t9R1v0E101 fel 8 adEtiVe y9 F::Rn e CO o Da:t eC 70 0 Piir:"L.efr Ott 1:l Cso: I Evory offort hos boon Riede to Identify oodo violations, no ove,rsight by the ' L, CONSTRUCTION MUST COMPLY WITH THE roviower shell bo construed as authority t',TD 1.0-014 AND THE IRC ONE AND TWO any applicable) codes OF ordinances.T '.,.1LY DV/ELLING CODE Z-00t, EDITION review sod pormit should not bo co strued 9TATE OF GEORGIA AMENDMENTS as 6' tvnrranty OF !Mpfitnn, _____ MR Elaqtrical installatkma must ely The Natiormi E,leetr VICINITY MAP PREPARED BY: SITE DATA Code vmpwith.„ISCR2 Edition and State, ii'S-CHEDULE OF DRAWINGS PAGE?' ''91' nthfinCRIP TI ON: NOTES: .• • • SITE DATA 411.11"111.1'' ( II i r ot ,s 4 I r 4-1 ,?Stg 11 "1 1 all/Iii!Pr APPROX. AREA: ACRES COVER SHEET THIS SHEET FP-1 DECK FLOOR FRAMING PLAN INCLUDED INCLUDED illik. ° , i, II lirt ? PROPERTY ADDRESS: FP-2 OPEN DECK FLOOR FRAMING PLAN INCLUDED Aithkr:::::;":" \:-..._--- IMPERVIOUS AREA: ELV-1 FRONT (WEST) & REAR (EAST) ELEVATIONS INCLUDED ° ...: ,- ,11,,,,-.10-\- Industrial, Commercial, ROADS: ac ELV-2 RIGHT SIDE (SOUTH) ELEVATION INCLUDED i, -7g N In © & Residential Drafting & Design SIDEWALKS: AVERAGE LOT: sf/lat X lots= ac ac RP-1 ROOF PLAN & ROOF FRAMING PLANS FOUNDATION PLAN & DETAILS INCLUDED TOTAL= ac FDN—1 INCLUDED - Larry J. Hill 131 Michael Street Bloomingdale, Georgia ws-1 DECK & WALL SECTION INCLUDED Voice: 912 547-0005 Fax: 912 748-7624 PERCENT IMPERVIOUS: % WS-2 TYPICAL GABLE WALL SECTION INCLUDED INCLUDED SITE I E-Mail: LTH.74@COMCAST.NET I FLOOD ZONE: ZONE X ON—1 ELCT-1 CONSTRUCTION NOTES SHEET DECK ELECTRICAL PLAN INCLUDED RF4NISIONS DATE SHEETS PROPERTY OWNER: sf REVD DESCRIPTION OF REVISION REVISED REVD BY: 12: 6/26/08 STAIRS, DECK DEPTH, ELEVATIONS „A 12ox 11 /05/08 LATEST PLOT PIN: DATE OF SURVEY: CD-1 CONSTRUCTION DETAILS SHEET : I FP-1 FLOOR PLAN _ TWENTY—FOUR HOUR CONTACT: _ NOT TO SCALE 1 ___ _____ ____ __ _ ___ _ ___ _ _ __ ____ -.--- _ , _ _ _ _ _ _ _ _ _ - -- . ,_ . _ --- /' _____,...., ---- -- _ .. ISSUE DATE: ���� NO. REVISIONS BY 3" . ;© PLOT: 11 /05/08 Ilel alik ,. ammemorm.,Nara `) „11� TM �■ mi FACE (SOF OUTH EXISTIAC NI��,■■ WALL (SOUTH FACE) & CTR. OF CMU / „ 70'-6"6", PIERS ON EAST WALL. I----- - ---- _g -0' 10 -0 10 -0 10 -0 10 -0 10'-0 10'-6 -6" —.—■ CTR. TO CTR. 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IllP4A'' I II II Mil II thil......._._ . . ______ ............ _____ „______, _ ____ ==_____=_=.011 Inallo_ri oi • NI, wei,,,‘ . . . , OUTSIDE FACE "im anti . ,,,. _____________ _________, _____ _ _ OF DECK 1 ; I •_I_ __ill -,..„ ............_ , • • au a 1... 12'-0" 35'-6" 1 2'-O" 2'-0" . . ! • \ . \ I „ . ; . , , . ;•, \ I . : ., . . \ 111 \ ' .:. • :• \ I Ii)6)" 0 ; \ . ; --1 I ...--; ; -m(f) \ o , a I 0 rri .• OZI pi 49,/,..\ . C 0--ri F > -/!e. 0 0 ifei n 1 2 m ..S' 0 %\ -9c-, 4- \.„, , . , , . . , , l N ICF , . . , • \ a F I z . \ 0 \ . \ I -;) G- 0 —I ....4 2 63 F6 (7; \ -0 SA 07 . 0 = C7) CD (t1 X . ■ 5- a-'0 0. D5 6 Li: \ Z \ CONTRACTORS SHALL CHECK AND VERIFY I m • D 0 5.-- '2, a co ALL DIMENSIONS ON THIS/THESE PLAN(S) \ .: '.5,.. r" "C,' 0 BEFORE BEGINNING CONSTRUCTION. ANY • ;-'' 8 0 0 \ I §_.7_, -0 -0 0 - c'D ,.< OESCREPANCY SHALL BE REPORTED TO c a 7... 'g (2- DESIGNER/DRAFTER PRIOR TO PROCEEDING \ 1 A 6 WITH WORK. DESIGNER/DRAFTER IS NOT g -0 FINANCIALLY RESPONSIBLE FOR ERRORS OR \ • 7 `,2, OMISSIONS ONCE MATERIALS HAVE BEEN I . • 'j, P- 2 ORDERED AND CONSTRUCTION BEGINS. \ 7,71 -0 (0. \ I • 0: 0 o cr . • . . • D 6 ..L..-....,: O 77 , , 8. \ \ _. .... . : ... ....... ___ 1 . ' . • , ::,:•,, . - • • ..., .,.... m Z 6 : AIIIIIIIIIIIIIIPIIIIIIIIIIIII" I( i 1, 4.'"4''. ''! ! 4 IP 1 ile , ill 0 0 rfro \ [ kr), 4 ,, 11 1 r. B t s t • tt .... , ,,. . . c : . ......, -0 /. t9j"41'04(1/11/ : . c..... . _ Aik _ . . , v r r , 4.5, k. 4. ' . ROOF & FLOOR . Apok,,, ."..„,... < , : . „,,„..r,....:::, ,.,,._ a] . • . o (---- . . <,>•,./ 4\ Industrial Commercial, . . ; . ..., 7 T (tri ("h 2-1 >0 1 c.... 0 .. ., m --rx . , # • : i ;,.. . . .0, . . ,„0 / ., . , .... 1 -....,, •0 . , frTni z op N) -1 0 - ) x ;. .. . DECK ADDITION & . - 11 0 & Residential Drafting & Design . 0 _ cri o • IL -I P rn cp m m 2 F RAM I N G . .. z . Z 0 o . . . .. 0 1 ; > .1-- . . . REMODELING PROJECT • .,. ... Larry J. Hill 131 Michael Street Bloomingdale, Georgia •• ... c m o 0 ! < PLAN S . . . Voice: 912 547-0005 Fax: 912 748-7624 . I CO c...... ..< i .74@COMCAST.NET II r- . . .. y..... .. 1.. : ,, ' '. ,..: ,,,. ',. .' ' ''. .. ,,........ . . :... .. ., ,,. ' E-Mail: LTH ■ • • ISSUE DATE: NO. REVISIONS BY. F PLOT: 11 /05/08 LJH all ___/) cutro • al ■ �-__ __ _____ — — — 72'-6" • DECK FLOOR UU t LINE- „ -- -- „✓ FACE OF DECK CO `�f, 10'-0" 1, 10'-0" — �, 10 -0 �, t0'-0' ---- �-- 1Q'`0„ — — —10'-0" !, 10'-6" FLOOR O '2' E____ LINE — — ____ �� I I I I I I I — j — , — — ___ \ ___ ____ BUILDINGS , isl I I I 1 I I I ______I I I I I m �� o N -� OD -- � 0) CB N � 01 I I 1 I I 1 � , E N m � � °, "_ Q - o • -- -- --- I EXISTING ReeF OVERHANG I FACE OF BLDG t N U • II EXIISTING BUILDING WALL T — • , � z L J CENTERLINE . m. N OF CMU PIERS / _ 'T- .r .� r ' � w / 6:12 PIER FOUNDATION i I;%�.�:'� 0 = O FOOTER OUTLINE b hibp i L,`�` . 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'ri 1 . .. 0 '• 0 1 1 1 i 1 t , 1 I 11 I ,1 r 7 r T --1 , am , _____ _____ , ma , , .. , 1 1 i i 1 ' .. 1— I 1 I ail 1 > z L ____ __I L _ __I II I I .61 . 1 , I I , . q. :. . . . 1 k . I . r — 7 E. 7\... — \ . 1- 1E7 1 1 LE i aii I 1 1 I { 1 NM .\r 1 . i 1 I . L _I I 1 L ___—__I I . , 1- — 7 r— --1 I I l II 1 l L I . I . I . . . . . \ Nc%41, -re N N% N c41"c<` . . 'Izi I x \ F r1 . i . . 73 0 \. rri m . --I . , .. ." N. . CU . 0 o R 5 5 \ 53 c 0 CD 2 .,/, o, r-- a a m . o• a v a. \ Z I . a F.' cc.g a (5.. in _. .. _ , N. . ,. - „, . • - .6 . „c c,.> CONTRACTORS SHALL CHECK\AND VERIFY flt !Li. a z_. ALL DIMENSIONS ON THIS/THE-SE PLAN(S) I LD, a . --.0 C.) -CS BEFORE BEGINNING CONSTRISGT1011/4‘ANY 5 - 0 a 0 . 0 0 .S. ',. DESCREPANCY SHALL BE REPORTED'TO . DESIGNER/DRAFTER PRIOR TO PROCEED' I . a Q WITH WORK. DESIGNER/DRAFTER IS NOT N . -8.- FINANCIALLY RESPONSIBLE FOR ERRORS OR s's, OMISSIONS ONCE MATERIALS HAVE BEEN N a 6 a ORDERED AND CONSTRUCTION BEGINS. 0 a Ns 1 . , , . . , . , . .. ... . ., , . . . . . .. . .. . :. • * .. :: f ,, .• . ' ' ..411 , il .:,, r -t ' r 4.9. ■- p1pr Ai 1, ..., t 1 11.; : 1111111111 , „., ;01por ' OPEN . . . ......., 1,0\0 Site.- ,...Ity-teviv. ,,,.4 _ , 1 < c..... DECK . . . , -. Aitt,,,,;. . a › . , ,,,„...,„„,,,,,‘"\- .\!._, r to e I .. 0 z (/' 1---<- • ......, iii m , . U) ---.1 ° r- 0 : .; 0- . IIII .. Z 1 0 2 1 o °A •. : FOUNDATION ' ' .... .,.:... ,-- ,. , , . . „ •, ., i , Industrial Commercial ___. < .. ........_ c; 0 m m _, o › ..i ,r,I., z 4 .,.. rri; tc..3., in P .....,..< DECK ADDITION & ...,.....-, & Residential Drafting & Design .4.... 0 0 ---- z ND › . .--,1 REMODELING PROJECT : .: Larry J. Hil 131 Michael Street Bloomingdale, Georgia < . PLAN : r..-ri Voice: 912 547-0005 Fax: 912 748-7624 IIIII 11111 . . ..< E-Mail: LTH.74@COMCAST.NET ,7 ..: , . . .. ..... .... ... . ..: .. . . :. , ... . . . ..... . . . ,. . . , .. . 1 ISSUE DATE: NO. REVISIONS. BY RIBBED METAL ROOFING F PLOT: 11 /05/08 LJH ROOF SHEATHING 1 .,....,oa,' 12„-- vi J':! /--,-----,-.----- --- W 9,. 18GA. GALV. ---------iyi y 1 lir A GALV. TBE4 ANCHOR 2x6 RAFTERS Y 'ANGER ymed ,EA. II LB L. V F-N—iA". A. RAFTER it 13) Hi, 3/4" PLYWOOD 2x6 TIE MEM. CONT 2x6 NAILER. L'iurviz-nne 'Straps II Itor /-EXISTING 2x4 STUD FASCIA BD. , SCREW TO EA. STUD Rogxliml Oil eaah railey WALL © 16 O.C. 2x8 TIE 2x6 TIE MEM. MEM. 1 3,_G.A. GA le..-- 12'-O" / 2512, " LU28 HANGER 1 • \ ----- EA. RAI- 1ER 5/8"0(MIN.) SCREWED ----IF-------- --71 ANCHOR IN q POSTS. - -4"- ° ------- s ----4"- -virao~-14y II 2x 8 JOIST A EXIST' — G CONT 2x8 I\ """----"Aliji SCREW TO EA. 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DECK FLOOR i� ' ---°» •`• i N . .f/!'I' CD '---\ �1� ��>e� t cu co i' Q AV t t t r r r ► L O� CO ';` }-- _ gilt t t t t t t t t t (V -0 00 W TOP OF DUNE o .. ►.., 4 �`• z 1 1 ►it • lir,t fi Ittll li�i ItD:erti �a ,AT CENTER OF DECK F N _ : INI : + ir ►+rr�i rir+ rat+�%t' �i� — �---.f,�'� i�� >r. # iwa .t,�y=:�as ____ riIt ;i "MN I' `ma c {t E: tit fil }���!n n��r� � ��; � a 111116 ! ! ® � _TOP OF DUNE Q .nit: � r;, :1 ���i. 'I U°UTTER EDGES OF - I�fy I IIR 7� III !� ffiib�DECK. 1 l�l' �'� <I�� I� 16x 16 CMU � ��� <11/11, . t'— _ a U pp A <l�i {1� �I': I F R EI -(Ni �' N • 'IE S W/F2 NF i' I�� lll �, ,,, li�l n I • �. - ��� • ' C,O N C. PIERS oo : �� � _ 2 �� a�e.. - ' . �� a-. - ,% fAf PIER FC. TO PIER FC. Z� _ 12x 12 CMU _ \ ' lump, �� �t v J PIERS W/REINF ''� 3,-0„ + 1 :. 7:-"u;r.....82"°45)::. - CONC. PIERS / I°RAMP SUPPORTS \ 'MAIN DECK SUPPORTS `�.. ��;: '1� W ,: ,,.. . ---1 -- ----.,,44*—\\-- —. lei ja,N • a Pt I " \ J U CO�J=R = �' DECK & WALL SECTION � w • EXISTI \ G BAST WALL a W ►� SCALE: 3�8"=1'-0" : a Q Q • W Q W M .. Q ' : '418411Z— 6 X 6 CHAMFERED POST w BEYOND C4 — 2 X 4 S4S WOOD,....rol 0\ W/ TAPERED TOP .. . . - . . .. .... . _ Lu F.... ci) . . L.L. OZ . Ili.. - 1 X 2 S4S WOOD PICKETS.. 1.0- (,) W F....7,„ ' u ---2X4S4SWOOD : z (1) or) - TOP TAPERED U z cc L o a o o v w` a j w N m Q Q ° 6rawLa o ai ¢• m a to o DRAWN LJH o CHECKED Oz = 0. m Z N °Q .. c, a z ° cr - 5 z ° } o � zm " wx8 � zp JULY 7, 2007 � hmn a• W 8 IA o U 8 0 SCALE AS SHOWN RAILI \ G D = TAL al JOB NO. Copyright 1 VAN HORN AVE. SCALE: 3/8" = 1 '-0" _ These designs are the property o`:Graph:e Designs IC These plans may not he reproduced,modified,published or used in any manner without the written permission of Graph:e Designs ill. . ISSUE DATE: •i ! R319.3 Fasteners. Fasteners for pressure preservative cnc sloe` NO. REVISIONS BY TABLE 8301.5 slope). j fire-retardant-treated wood shall be of hot-dipped go,vnnized R905.1O.3 Material standards. Metal roof covering MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS g steel, stainless steel, silicon bronze or copper. s stems that incur orate supporting actin structural members (in pounds per square foot) Y P pP g R31 1.5 Stairways. USE LIVE LOAD Exception: One-half-inch (12.7 mm) diameter or greater shall be designed in accordance with the International I F PLOT: 11 /05/08 LJH R31 1.5.1 Width. Stairways shall not be less than 36 inches ( Attics with storage b 20 steel bolts. i Building Code. Metal-sheet roof coverings installed over Attics without storage b 10 SECTION R320 structural decking shall comply with Table R905.10.3. III (914 mm) in clear width at all points above the permitted j 9 8905.10.4 Attachment- Metal roofing shall be installed in accordance handrail height and below the required headroom height. I Deckse 40 i PROTECTION AGAINST TERMITES f g • Exterior balconies 60 ' ! 8320-1 Subterranean termite contral. with this chapter and the monufocturer.s installation Handrails shall not project more than 4.5 inches (114 mm) p, j t Y t instructions. Metal roofing fastened directly to steel framing Fire escapes 40 In areas favorable to termite damage as established by fasteners ■ III on either side of the stairway and the minimum clear width shall be attached by approved fasteners. The follow;r Guardrails and handrails d 200 Table 8301.2(1), methods of protection shall be by chemical y pP g of the stairway at and below the handrail height, including ! Guardrails in-fill components f 50 shall be used: i P soil treatment, pressure preservotively treated woad in accordance treads and landings, shall not be less than 31.5 inches (787 Passenger vehicle garages a 50a with the AWPA standards listed in Section R319.1, naturally 1. Galvanized fasteners shall be used for galvanized ■mm where a handrail is installed on one side and 27 inches Rooms other than sleeping rooms 40 i _ roofs- } termite-resistant wood or phy.,'saal barriers {such os metal o Sleeping rooms 30 i 2. Three hund�ed series stainless steel Fasteners shall be(69$ mm) where handrails are provided an both sides. i stairs 40c plastic termite shields), or any combination cf ttrese rretfocs• I used for copper roofs. ! 1191 Exception: The width of spiral stairways shall be in accordance { 3. Stainless steel fasteners are acceptable for metal For SI: 1 pound per square foot = 0.0479 kN/m2, R320.1.1 Quality chunk. P with Section R311.5.8. y roofs. ! 1 square inch = 645 mm2, • 8311.5.2 Headroom. The minimum headroom in all parts 1 Lumber and plywood required to be pressure preservat;vely 1111 , p 1 pound 4.45 N. treated in accordance with Section R320.1 shall bear the • of the stairway shall not be less than 6 feet 8 inches (2036 ! a. Elevated garage floors shall be ccpable of quality mark of an approved inspection agency which maintains mm) measured vertically from the sloped plane adjoining ! supporting a 2,000-pound loud applied continuing supervision, testing and inspection over the quality TABLE R905.10.3 over a 20-square-inch area. has , the tread nosing or from the floor surface of the landing or with of the product and which 1•ro„ been approved by on accreditation METAL ROOF COVERINGS STANDARDS AND INSTALLATION platform. b. No storage with roof slope not over 3 body which complies with the requirements of the Amen con Lumber ROOF COVERING TYPE STANDARD APPLICATION RATE/THICKNESS units in 12 units. Standard Committee treated wood program. • Aluminum ASTM B 209, 0.024 inch minimum thickness for 8311.5.3 Stair treads and risers, p 9 i c. Individual stair treads shall be designed roll formed panels and 0.019 inch minimum thickness for pressformed shingles. • R311.5.3.1 3 Riser height. The maximum riser height for The uniformly distributed live SECTION R319 Aluminum zinc alloy coated steel ASTM A 792 AZ 50 shall be 74 inches (196 mm). The riser shall be measured load or a 300-pound concentrated load PROTECTION AGAINST DECAY t I •Copper ASTM B 370, 16 oz. per sq. ft. for metal sheet roof covering systems; C CO•- vertically between leading edges of the adjacent acting over an area of 4 square R319.1 Location required. In areas subject to decay darn :ge 12 oz. per sq.ft. for preformed metal shingle systems: CPA 4" 15 i • treads. The greatest riser height within any flight of stairs inches, whichever produces the greater OS established by Table R301.2(1), the fo;lowing locations Galvanized steel ASTM A 653 0-90 zinc coated, 0.013 inch thick minimum - O stresses. shall require the use of an approved species and grace of :umber, 2 _ _ .� a) • shall not exceed the smallest by more than 3/8 inch (9.5 NP P 9 Hard lead _ lbs. per sq. =t. d. A single concentrated load applied in any pressure treated in accordance with AWPA Cl, C2, C3, Lead-coated copper ASTM B 101 �j I.mm). ! direction at any point along the top. C4, C9, C15, C18, C22, C23. C24, C2_8, C31, C33, P1, P2 cod • Prepainted steel AST1v1 A 755 N R31 1.5.3.2 Tread depth. The minimum tread depth e. See Section R502.2.1 for decks attached P3, or decoy-resistant heartwood of redwood, black locust, or ' Soft lead S lbs. per sq. ft. U i shall be 10 inches 254 mm . The tread de th shall be to exterior walls. cedars. {. ) g f , p pp I``- { ) p Terne _in and tonne coated stainless Terne coatis g of --0 lb- par double base box, field ainted where a licable in i.. r measured horizontally between the vertical planes of the f. Guard in-fill components (all those except 1. Word joists cr the bottom of o wood structural floor W accordance with manufacturer's rnsta lotion instructions- foremost projection of adjacent treads and at a right angle i the handrail), balusters and panel fillers when closer than 18 inches (457 mm) or wood girders d' Z shall be designed to withstand a horizontally when closer than 12 inches 305 mm to the ex osed ri �' to the tread's leading edge. The greatest tread depth (305 1 P For SI: 1 ounce per square foot = 0.0026 kg/m2, _ E N F" E applied normal load of 50 pounds on an ground in crawl spaces or unexcovotee area located F = ; within any flight of stairs shall not exceed the smallest by area equal to 1 square `out. This load need within the periphery 1 pound per square foot = 4.882 kgjrn2, 1 inch - X5.4 mm, 1 pound 0.454 kg. q 4 p phery of the building foundation. i O r•more than 3/8 inch (9.5 mm). Winder treads shall have a not be assumed to act concurrently with 2. All wood framing members that rest on corcete or masonry ' 0 a _O CS? Q minimum tread depth of 10 inches (254 mm) measured ony ether live load requirement. exterior foundationwalls and are less than 8 inches o mx • as above at a point 12 inches (305) mm from the side (203 rhrn; from the exposed ground. ' G TABLE R301.6 3. Sills and sleepers an a concrete or masonry slab heat- in _...__._ ._..__..... .. _._.. .. ...._---._..._.___..__ .._-_ . • MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE direct contact with the ground unless separated from o @ i O I"I minimum tread depth of 6 inches (152 mm) at any point. PER SQUARE FOOT OF HORIZONTAL PROJECTION a) U I such slab by an impervious moisture barrier. �i.. •f•+ i (�,�}} Within any flight of stairs, the greatest winder tread ! TRIBUTARY LOADED AREA IN 4. Tf The ends of wood girders entering exterior masonry :�r ; '�,� '�' r- '''' V • depth at the 12 inch (305 mm) walk line shall not exceed I SQUARE FEET FOR ANY concrete walls having clearances of less than 0.5 inch U) as . , .- STRUCTURAL MEMBER _. I` the smallest by more than 3/8 inch (9.5 mm). (12.7 mm) on tops, sides and ends. N ROOF SLOPE 0 :0 200 201 to 600 Over 600 5, Wood siding, sheathing and wall framing on the exterior 8311.5.3.3 Profile. The radius of curvature at the leading i Flat or rise less than 4 inches per 9' g g ,t (�. _ • edge e of the tread shall be no greater than 9 16 inch I of a building having a clearance of less than 6 inches (152. .� d. 9 9 / foot (1:3) 20 16 12 - a) C) ruin) from the ground. 1 (14.3 mm). A nosing not less than 3/4 inch (19 mm) but I i 6- 'Toed structural members supporting moisture-permeable not more than 11/4 inch (32 mm) shall be provided on Rise 4 inches per foot (1:3) to floors or roofs that are exposed to the weather, such J�aa N '- • stairways with solid risers. The greatest nosing projection less than 12 2 inches per foot (1:1) 16 14 12 os concrete or nosonry slobs, unless separated from suer, j .� shall not exceed the smallest nosing projection by i floors or roofs by an irnperv•ous moisture barrier. . - I Rise 12 inches per foot (1:1) wocd more than 3/8 inch (9.5 mm) between two stories, including 1 p { ) 7- Wood furring strips or other wood framing members attached • and greater 12 12 12 directly to the interior of exterior masonry walls U W the nosing at the level of floors and landings. ,0,.. ,/ _ • • or concrete wells below grade except where on approved I O l ��,`�,:. Beveling of nosing shall not exceed 1/2 inch (12.7 mm). i For Si: 1 square foot = 0.0929 m2, 1 pound per square foot - 0.0479 kN/m2, vapor retarder is applied between thewall one the furring O Risers shall be vertical or sloped from the underside of ! 1 inch per foot = 0.0833 mm m. s rips or '``„ p / t framing members. .� the leading edge of the tread above at an angle not more R319.1.1 Ground contact. All wood in contact with the -:E:-=-% _ • than 30 (0.51 rad) degrees from the vertical. Open risers TABLE R301.7 ground arc that supperts pen-nonert structures intended tor 'MI ;.,. are permitted, provided that the opening between treads I ALLOWABLE DEFLECTION OF STRUCTLRAL MEMBERSa,b,c human occupancy shot: be approved pressure preservative ( '; i ALLOWABLE I treated wood suitable for grcund contact use, except untreated does not permit the passage of a 4-inch diameter (102 ; J mm) sphere. STRUCTURAL MEMBER DEFLECTION wood may be used where entirely below Groundwater Rafters having slopes Teeter than 3/12 with no level or continuously submerged in fresh water. Exceptions: finished ceiling attached to rafters L/180 R319.1.2 Geographical areas. In geographical areas 1. Anosing is not required where the tread depth is i Interior walls and partitions M/180 where experience has demonstrated a specific need, approved • a minimum of 11 inches (279 mm). Floors and plastered ceilings L/360 naturally durable or pressure preservotively treated 2. The opening between adjacent treads is not limited wood shall be used for those portions ofwood members teat p 9 adjacent r All other structural members 1./24O 1 form the structural supports of buildings, balconies, partings on stairs with a total rise of 30 inches (762 Exterior walls with plaster or stucco finish H/360 or similar permanent building appurtenances when such L/240 the PP mm) or less. Exterior walls--wind locdso with brittle finishes + members ore exposed to the weather without acequate protection , R311.5.4 Landings for stairways. There shall be a floor or Exterior wails--wind loodsa with flexible firishes L/120 • from a roof, eove, overhang or other coverirg that • landing at the top and bottom of each stairway. I Note: L - span length H -- span height. I would prevent moisture or water accumulation on the surface ii 1 Exception:Afloor or landing is not required at the top of : c. The wind load shall oe permitted to be taken as 0.7 times or at joints between members. Depending on loci- experience, E'3 1• an interior flight of stairs, provided a door does not swing th.e Component and Cladding loads for the purpose of the such members may include: U over the stairs. I determiring deflection limits herein. i 1• Horizontal members such as girders, joists one decc�nc. w b. For cantilever members,' L shall be token as twice the length 2. Vertical members such as posts, poles and columns. A flight of stairs shall not have a vertical rise greater than rf the cantilever. i 3. Both horizontal and vertical members. 12 feet (3658 mm) between floor levels or landings. ; c. For aluminum structural members or panels used in roofs or ' Z The width of each landing shall not be less than the stairway 1 walls of sunroom additions or patio covers, nct supporting Q served. Every landing shall have a minimum dimension edge of glass or sandwich panels, the total load deflection •••I a shall not exceed L /60. For sandwich panels used in roofs H of 36 inches (914 mm) measured in the direction of travel. P { ) or walls of sunroom additions or patio covers, the total load R703.8 Flashing. Approved corrosion-resistive flashing stall . R311.5.5 Stairway walking surface. The walking surface Q deflection shall not exceed L/1210• 7e provided in the exteriorwall envelope in such a rnanrer as to of treads and landings of stairways shall be sloped no ; prevent entry of water into the wall cavity or penetration of water Q Z steeper than one unit vertical in 48 inches horizontal (2-percent to the building structura' framing components. The flashing • '-+ ! 8301.8 Nominal sizes. For the purposes of this code, where dimensions shell extend to the surface of the exteriorwoll finish and shell be • slope). ( of lumber are specified, they shall be deemed to be w • R31 '1.5.6 Handrails. Handrails shall be provided on at least i nominal dimensions unless specifically designated as actual installed to prevent water from reentering tr=e. exterior wall envelope. • +� one side of each continuous run of treads or flight with four I dimensions. i A.pproed t all ion re istant (lashings shall be Q installed et all of the following locations: • ) Q or more risers. SECTION R312 • 1. At top of all exterior windowand door openings in such a [ w •.R311.5.6.1 Height. Handrail height, measured vertically manner as to be leakproof, except that self-flashing windows • Q W from the sloped plane adjoining the tread nosing, or finish GUARDS having a continuous lop of not less than 11/8 ;r•ches surface of ramp slope, shall be not less than 34 inches I 8312.1 Guards required. (28 mm) over the sheathing meter-id around the perimeter Porches, balconies or raised f•our of the opening, including corners, do not require addit onoi (864 mm) and not more than 38 inches (965 mm). p•- 9. g q R311.5.6.2 Continuity. Handrails for stairways shall be surfaces located more Than 30 inches (762 mm) above the floor flashing; jamb flashing may also be omitted when • continuous for the full length of the flight, from a point i or grade below shall hove guards not less than 36 inches (914 specifically approved by the building official- directly above the top riser of the flight to a point directly j mm)in height. Open sides of stairs with a total rise of more than 2. At the intersection of chimneys or other masonry construction above lowest riser of the flight. Handrail ends shall be returned 30 inches (762 mm) above the floor or g-ode below shall hove with frame or stucco walls, with projecting lips Guards not less than 34- inches (864 mm) in height measured • on both sides under stucco copings. or shall terminate in newel posts or safety terminals. 3. Uncer and at the ends of mosonry,wood or metal copings Handrails adjacent to awall shall have a space of not vertically from the nosing of the treads. p Porches and decks which are enclosed with insect screening ang si.ls. less than 11/2 inch (38 mm) between the wall and the shall be provided with guards where the walking surface is located i 4• Continuously above all projecting wood trim.•handrails. i more than 30 inches (762 mm) above the floor or grade S• Where exterior porches, decks or stairs attach to (moll or i floor assembly of wood-frame construction. Exceptions: below. 1. Handrails shall be permitted to be interrupted 6. At. well and roof intersections. p p 7. At built-in gutters. • by a newel post at the turn. R312.2 Guard opening limitations. Required guards on open sides of s:airways, raised floor areas, balconies 2. The use of a volute, turnout, starting. easing or i SECTION 8903 starting newel shall be allowed over the lowest end porches shall hove intermediate rails or ornamental closures which do WEATHER PROTECTICN tread. not allow passage of a spnere 4 inches (102mm) or more in diameter. R903.-1 General. Roof decks shall be covered with approved Exceptions: roof coverings secured to the building or structure ill accordance 1 LLI F.-- • she triangular openings formed by the riser, tread and with the provisions of this Chapter. Roof assemblies shall bottom rail of a guard at the open side of a stairway are be designed and instal ed in accordance with this code and the permitted to be of such a size that a sphere 6 inches approved rr:anulacturer?s installation instructions such that the , 11.1.". LLI . 5?_ mm) Gonna: pass through. roof assembly shall serve to protect the building or structure. 2 UJI . Openings for required guards on the sides of stoir treads shall not allowa sphere 4 3/8 inches (7 07 mm) to SECTION 8905 • p 0 ass through. REQUIREMENTS FOR ROOF COVERINGS i R5O2.2.1 Decks. R905.1 Roof covering application. Roof coverings shall be • UI) Where supported by attachment to an exteriorwal, i applied in accordance with the applicable provisions of this decks shat be positively anchored to the primary section and the rncriufacturer?s installation instructions. structure cnd designed for both vertical and lateral loads as applicable. Such attachment satl not be accomplished by 8905.10 Mete' roof panels. The installation oi metal rco` panels the use of toenails or nails subject to withdrawa-. Where shall comely with the provisions of this section. • positive connection to the primary building structure cannot R905.10.1 Deck requirements. Metal roof panel roof coverings be verified during inspection, decks shall be self-supporting. shall be applied to a solid or spaced sheathing, except For decks with cantilevered framing members, connections I where the roof covering is specifically designed to be applied o Ix to exterior wells or other framing members, shall be i to spaced supports. ii } o o z • designed and corstructed to resist uplift resulting, from the zd o w z 1.11 j 9 p 8905.10..?_ Slope. The minimum slope for lapped, w r o vi full live load specified in Table R301.5 acting on the cantilevered U v_> ty m z ;'Unsoldered seam metal roofs without applied lop sealant > ri z °w o ce portion of the deck. shall be three units vertical in 12 units horizontal (25-percent ° w ° cc a uwr c`` d m DRAWN R502.3 Allowable joist spars. i slope). The minimum slope for lapped, nonsoldered i , w o o cn zo LJH• seam metal roofs with applied lap sealant shall be one half V tx Spans for floor joists shall be in accordance with Tables Lump) o v 8502.,5.1{i) and R502.3.1(2). For other grades and species vertical unit in 12 units horizontal 4-percent slope). The v o m N CHECKED t i and for other loading conditions, refer l minimum slope for standing seam roof systems shall be -3 Z -i o z a us i to the AF&:PA Span gTables for Joists and Rafters. l one-fourth unit vertical in 12 units horizontal (2-perc:e nt ri Cl) z N w Cl) a- , 0 1 slope). o z ° Al 0 - a . JULY 7, 2007 R502.3.3 Floor cantilevers. Floor cantilever spans shall o rn w i Y -) 0 - ° not exceed the nominal depth of the wood floor joist. Floor 0 L m w w ° ¢ o w z36 - cantilevers constructed in accordance with Table o o a o cn z w w sCA'_F. 0 a s 3 iZ 0 0 R502.3.3(1) shall be permitter when supporting a o `` w w b Z Ili AS SHOWN f light-frame bearing wall and roof only. Floor cantilevers supporting an exterior balcony ore permitted to be constructed JOB NO. in accordance with Table R502.3.3(2). Copyright 1 VAN HORN AVE. R319.3 Fasteners Fasteners for pressure preservative and fire-retardant-treated wood shall be of hot-dipped galvanized These designs are the property of Graphic Designs Ill. steel, stainless steel, silicon bronze or copper. Exce Exception: One half ;nett 1 2.7 mm diameter or greater These plans may not be reproduced.modified,published P { ) 9 or used in any manner without the written permission of • steel bolts. . .. .. . . Graphic Designs 111. N -_.-..- _ �.m r,ar• -- • ISSUE DATE: NO. REVISIONS BY PLOT: 11 /05/08 LJH all Q � al -. - . : al : . MI 10'-0" DECIKO,FLOQ,OR OUTLINE 10,_0„ 10'-0" 10 _0" 10'-0' 5'-6" FACE OF DECK / / / / — / / / /��FLOOR I ■ —I I I I— I •411.___T___ _ r 1 d . �'...4 III - i� i� - ii - - i� - - I I I I I I I L_ I I I 1 3 o `� N 4 °t I I I I I I •� F6 W :, \ ! I ! I 1 3 1 � d- z I 4' FAN _ I- \1iFAN _ I- \4FAN _ I �� _ \ € FJN _ _ \14FAN I- V,' ( FAN \ ( ( � >11,00!'. ` ` Nib ` O 111 10° ir' ii i E E F � E ,� U0 mxv EXISTING OVERHANG FAC: OF BL 4-0, � .�► .� • �� 11 /- 1 I tJ3 Cn O ..' 11111 11111 In I I I EXISTING BUILD ING WALL I -� ( II :ii 73 CD _I . : --.7. *0- om comply with Th3 nti= ni flinoiwie 2 N — Code3iti (A�ittn r r- i Georgia Anio co a) ?y ' I.; Alec EXISTING ROOF- \- Q -I 1 l I I ° - - �� x EXISTING ROOF RIDGE 1 I �1 w o o C'� z I i I / Z J Z 4 4111v i • `� o EXISTING ROOF 1,-.2 •r o I ' b....4 a , WW � \ Q Q Z• W I a ',./T\ 1 111111 - Q Noiliz4 ,.....) c .. ., _____ EXISTING BUILDING WALL I ' / — J 64 EXISTING ROOF OVERHANG < w • _:. 4N � l . :: ,2.,ro / 40°7‘ I _ z L:5 I I / IV EXISTING ROOF NNNN, :44. N I I I I J / - --- - \;:7 ff I - I 1 — < . EXISTING BUILDING WALL 0 CO EXISTING ROOF OVERHANG .. Ct Z . 60'-6"f EXISTING BUILDING J . 0 Ci... ..- ... W J W . 01 SCREENED DECK ELECTRICAL PLAN 04 SCALE: 1/4" = 1'-0" DRAWN LJH. CHECKED DATE DATE SCALE AS SHOWN Jos NO. • Copyright ADDRESS SHEET• These designs are the property of Graphic Designs III. These plans may not be reproduced,modified,published ! :: o 1 r used in any manner without the written permission of ELCT . , : . ., � Graphic Designs III. _ — — — — �__T_. — --_____.__ __... _ /J -- _ _ ........"■, ..6•••••■■.■.■ . . . . AS-BUILT SURVEY AND PROPOSED ADDITIONS TO . LOT 8 OCEAN VIEW SUBDIVISION Ak4* TYBEE SHORE PROTECTION . . FORT ScRevt\i WARD /4`',-"F LINE AS DEFINED BY MARSHALL OF TYBEE 47 9. KNOWN AS 1 VAN HORN STREET ON AUGUST 11, 2008 / > TYBEE ISLAND, CHATHAM COUNTY, GEORGIA \ A<\ OR ' ,e? MICHAEL FORAN ,f C . 20 10 0 20 40 \ F ' •,,,,, ,....,.: "ft , 110 SCALE 1" . 20 '1' 44V111141114, c'j,,e> kr, \% , lk.v ..(P / SURVEY I .e ``4320111141r \ e ?,..,'\ 'S l' • )- FEBRUARY 21 , 2003 'Ok.,IsA. ■ ,), CMF o 'eV' . . ‘-‘..C2- <'\ ■\\'' <' \ -(\k's K.,' i‘"((/,‘.\" <<",4, DATE OF ADDED ITEMS 2` FOR DNR APPLICATION: \ . 4: )- FEBRUARY 27, 2003 1)-1 /e,<*% . .,_ . tP c<\<<\ 0 4 D / ° 0 DATE OF ADDED ITEMS t„'N. ,/ AS REQUESTED BY CITY OF TYBEE : 'O.. 4''' r5/ \e' \ kP ' -. JULY 14, 2008 LO T (600 TOE OF qx • -91 . . . / \..;/1%,! c, DUNE - 1.4iN 1/ e . REVISED AUGUST 11 , 2008 \ Alt 0_ ,i, AIIPP TO SHOW TYBEE SHORE PROTECTION LINE to° 6- vim. <P(re, 0. AI PROPOSED WOODEN PORCH • AS APPROVED ON AUGUST 11 , 2008 0 ‹c7 iNhMlk 444> TO EXTEND 12' OUT FROM EAST cp °2,1C>CY ,V.:, 4::,;(9- 1111111M1 (1. 6\ All& BUILDING WALL AND 12' FROM .2. 4\':`'4) NAM: 4"<\' SOUTH BUILDING WALL 1%44, \----N\ PROJECT lumix ....9,,,c4. c,i,,if /SITE s■ , , PORCH AS PROPOSED WILL ENCROACH .. \-\ \ . , Niummie■ ,, EXISTING * \\\\17 ° - 0.4 INTO BUIILDING SETBACK ‘\ WOOD \.4- 4 r CMF lir ,\) , • • \ 6, 4-as,_ m"--mximinaL y • .0. .. t WAN's . 7, & NMV WINCILDECK \ . &1---0 + V* Z Y < • Us HIGHWAY 80 -4 1° '.<'&'1P/'\()' 11111110110111111Pr/ \ '4,0 ,A , in' ¢) ' - - . \./1(e/\f''. • \ . o n 4 , Zez,' . la NJ gj r4 gi . \ • <P k* 'P 111111M1410: ° o .," 4-\<.\•e . Z> gl r . tSjp &e< \ • 0< & X 1/4Cil 0 -) 4I fil ,,,<> . . „l> luir, \ PROPOSED (ti.. 4 .\\ • 4'' 'Peo • -ce a. "I' I I 1\,, 2ND FLOOR z n I.:. \ j 4- <0 0,p, G" 0• <i,, 4 6, 1 I VICINITY MAP < i' 1 1 I 1 1 : 1 r I OpOoDRTH V1/4,0 NOT TO SCALE c(\ -J .Z:. • . •//\\* . I 1 I II 1)/1 Go \X\<(\ . + /1: LOT P.' . . ' . - , BUILDING NOTES A and B1 9 , NjTSEEE,A, - # . - A. I rlq Illijrk ILOT 'f •0-k A: SECOND FLOOR PORCH TO BE b 6' DEEP AND 8' WIDE WITH STEPS \ • • -/ , ‘*LITIV 'i a — — — — — --,,N., 4 *I 4'.. 4. ■Z% ..R>e '%' B: THIS AREA IS CURRENTLY A , .\ - . .59,09' \ lilt 41 ,,j0) \+ SCREENED PORCH AND IS PROPOSED i; a. • I • . 1 1 iiii ( Ak _____\ IRS (I) TO BE ENCLOSED AND ADDED TO Z-1 * • • . • • • \7' 20' BUILDI+ SETBACK . ''c . ■ < ) S‘) •/- HEATED AREA OF THE HOUSE. • \ ., \...., ..../ WOODEN 01‘) \\ 7;11- 4" 1. 1:1 • RAILROAD CANOPY • ELECTRIC z PEDF)WHotcAM Ca f\ RC A PROPOSED CROSSTIE -t.'-‘0 \ TOTAL LOT AREA: 0,2996 ACRE (13,049,66 s.f,) PEDESTAL n.1 I V.1.E . U DERGRONND kr?! W1L,I., 40, -C ' 13' INT Li RETENTION TOTAL AREA WITHIN JUSDICTION LINE: n i HE NI BUITIDING -E, :.'ACK \ WALL .‘.. \ 0,2758 ACRE (12,015.92 s,f.) --- 00 :. .0 tr ° ° . 00 - • 00 EXISTING IMPACTED AREA WITHIN JURISDICTION LINE: WATER CMF . - - _--,w,..., `411111k... 48°19'00" W CMF 0,1231 ACRE (5,361,80 s.f.) METERS . TELEPHON ck GHP16P,001 \\ -441h„ HEATED BUILDING SPACE: • - PEDESTAL *ROAD ----------_____,D N is, SIGN HP 0,0494 ACRE (2450.77 s.f.) . BENCH 4:RK mkt_ .0. --1FraRm-DRAIN AREA OF NEW CONSTRUCTION: . ,...., 0.0267 ACRE (1,163.4153 s.f.) • RR SPIK IN 12' PALM \ BOX AREA OF NEW IMPACT:- • ELEVATIO = 9.50 ML \ •/ JUNCTION • AMOS I I BOX- • \ • 0.0106 ACRE (459.75 s.f.) (NGVD '29) IP:. roul AREA OF EXISTING DECKING BEYOND PROPERTY LINE: \ ■--f'. . 0.0065 ACRE (281.65 s.f.) V A N H CI R N S -r E E\Ti ':i TOTAL AREA NOT IMPACTED WITHIN JURISDICTION LINE: \ 0,1654 ACRE (7,208.03 s.f.) 0 ' R / W ‹ . \6 Error Of Closure: 1/454,646 (PLAT) Error Of Closure: 1/71,256 (FIELD) Angular Error: 2" Per Point \fs\-JURISDICTION LINE AS * Total Area: 0.206 Acre {15,049,66 S.F,) \ ESTABLISHED BY THE TYBEE SHORE PROTECTION SAVANNAH OFFICE OF THE LINE AS DEFINED BY Equipment Uaed: SOKKIA SET 4110 Total Station MARSHALL OF TYBEE GEORGIA DEPARTMENT OF SOKKIA En AUTOMATIC LEVEL NATURAL RESOURCES ON % ON AUGUST 11, 2008 VERTICAL DATUM IS NGVD 1929 FEBRUARY 26, 2003 IN ACCORDANCE WITH F.I.R.M. MAP \ NO 135164 0001 C, INDEX DATED JUNE 17, 1986, THIS PROPERTY DOES FALL WITHIN A DESIGNATED FLOOD HAZARD AREA (ZONE A8 ELEV 15) . i‘ . REFERENCE: D8 167-M PAGE 161 .. SMB 0 PAGE 051 CMF DENOTES CONCRETE MONUMENT FOUND IRS DENOTES IRON ROD SET -t ii TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND \ . PLATTED AND HAS BEEN PREPARED WITHIN THE MINIMUM TECHNICAL STANDARDS AND REQUIREMENTS OF GEORGIA LAW. 0 R 0 JAMES M . KEATON i G . Reg. No. 2743 . e. e- ,e, No. 274 CHATHAM SURVEYING -SERVICES , INC . ONE STORY VitIOD PRAME / 4 ,.. ,;, K),(t- . . P . O . BOX 61649 RESIDENCE 149. 414 S uttl° K° SAVANNAH, GEORGIA 31420 •,9 ty, . M. 1( 9127303-0302 . . . . . . , . • . .,, i i AS-BUILT SURVEY AND PROPOSED ADDITIONS TO LOT 8 OCEAN VIEW SUBDIVISION TYBEE SHORE PROTECTION I FORT SCREVEN WARD ,,, LINE AS DEFINED BY Vii, , MARSHALL OF TYBEE �� jr ,- KNOWN AS 1 VAN HORN STREET, ON AUGUST 11, 2008 q - ,, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA ' ' err►. C� � J ;% FOR \ �� `' , . . MICHAEL FORAN �rrrrt : 24 70 0 20 44 . -. . .- .. �� may ... SCALE 1° = 20 FT ,AO�F�I, ` ..._ ��'kO C �, e) o° X23:S.\..P '9��SURVEY : �rd.� � 4,FEBRUARY 21 , 2003 F2cy�0�`r- % CMF". : O� �,\\,�� . _ �- �`DATE OF ADDED ITEMS \ 4; � q FOR DNR APPLICATION o,�' Jam_ .._ FEBRUARY 27, 2003 , ..-V. 4, DATE OF ADDED ITEMS t '�P '> / / p1° AS REQUESTED BY CITY OF TYBEE coot:1� , ' z. TO F �,9 Q. �4 y JULY 14, 2008 LOT , t TOE OF q REVISED AUGUST 11 2008 tib.. 1 ' DUNE - i►� d TO SHOW TYBEE SHORE PROTECTION LINE �, G: ° AS APPROVED ON AUGUST 11 , 2008 ,t �, ���P� ‹ PROPOSED WOODEN PORCH X00 o� 2 TO EXTEND OUT ;FROM EAST °20) ��-7 , 4¢4 , .,��� BUILDING WALL AND 12' FROM �,�� /Y04,4, I:cT �G) ° �Jti 20�� Un -: d9 SOUTH BUILDING WALL s °° �a /� ��' c PORCH AS :PROPOSED WILL ENCROACH S ` '� "` w n n D FO CH INTO.--BUIILDING SETBACK T © CMF 1c) \ C y,�, �° '�� �O 'Fs ��F 4. DECK : /� -_ \ d Z U r Gry4 O G-d --.- x\ �o. // + 9,0 US HIGHWAY gp in ¢ \ \• • ,A F',I,�<q��t- \+ 1�9 ,. o Q \ t7 w `4 c3 "d'l�c'2 lN\ . ' - - - �i� V n' °° :, • _+ d Q D N� ��� d T df2�o ",- � i ., PROPOSED.. -p q� , iO ;r2C�p o\ 7 ' f 11* 2ND FLOOR \d VICINITY MAP z } '� , . </P �.' • �<�� { { I ! { f WO❑DEN +mil'' , - NOT TO SCALE ,....4 ' `4 \ • ^ F I I I ! ��/{ PORCH \+�pti BUILDING NOTES A and B. LOT : SEE .��� \� /\\* ` \\ _ 1 1/I.�{ i/ o' i- 4, , ,<O�yO A: SECOND FLOOR PORCH TO BE �, ° N A 1 LOT F �ti� { 6 DEEP AND 8 WIDE WITH STEPS \ ��� �' � ( S 4- ‘Z' 5979 �* ` .�P OP B: THIS AREA IS CURRENTLY A � � �� ' � { 1� ;�� � \ y•SCREENED PORCH AND IS PROPOSED o I IRS N + O� TO BE ENCLOSED AND ADDED TO a • • • • • '' 20' BUILDI SETBACK < N \+ HEATED AREA OF THE HOUSE, o CONCRETE ) ,ro i 4-5.,--,:',, :.. WOODEN o N 4 .� RC A PR ❑ RAILROAD .•:;_,CANOPY ° ��' • DRIVE POW\ 'AND ❑ SED CROSSTIE co . TOTAL LOT AREA: ELECTRIC Z TE EPHON G0 ;":to )-1 0. \ . 0.2996 ACRE (23,049.66 s.f.) PEDESTAL U DERGRDdND :'j � WIE N' R A CH 1,3` INT�� RETENTION _ +\TOTAL AREA WITHIN JUSDICTION LINES ! " .:cu', .. WALL q 1 HE" ,::_ � - ._... ._ _.... BUI �_NG:.: . ACK__ ._ .�., - . . _.. __� _ .�.0.2758 ACRE (12,015.92 s.f.) — o o ;: o •o o _. ` o k•- o 0 o 0 0 EXISTING IMPACTED AREA WITHIN JURISDICTION LINE= WATER CMF o• 16Q,OQ' ® 48°19'00" V C 0.1231 ACRE (5,361.80 s.f.) METERS • TELEPHOIN- . �, ur•� \\ HEATED BUILDING SPACE: PEDESTA_ ROAD "~--_� \ ' 0.0494 ACRE (2,150.77 s.f.> A o SIGN vHp AREA OF NEW CONSTRUCTION: BENCHM IN MAIL .1> u .• 0.0267 ACRE (1,163.4153 s.f.) • RR SPIK• IN 12°'PALM BOX , 1:41--", DRAIN o AREA OF NEW IMPACT ELEVATIO = 9.50 MSL �` `/ft� BOXCTION ,r�`_- - 0.0106 ACRE (459.75 s.f.> (NGVD '29) ,� ) Nut AREA OF EXISTING DECKING BEYOND PROPERTY LINE= .<r. ,.> - o :V. . ,A._� `F r.,4,::.k ..¢wD:_ R N S T R E E T -, 0.0065 ACRE <281.65 s.f.> . TOTAL AREA NOT IMPACTED WITHIN JURISDICTION LINE. ' G W W 0.1654 ACRE (7,208.03 s.f.> a a R. \'•`\•6 0 ' R / £ Error Of Closure: 11434,646 (PLAT) ; Error Of Closure: 1/71,265 (FIELD) JURISDICTION LINE AS Angular Error: 2° Per Point ESTABLISHED-BY THE TYBEE<,;SHORE PROTECTION - Totes! Area: 0.2996 Acre (13,048.66 S.F.) SAVANNAH OFFICE OF THE - .—LINE-AS DEFINED'`BY '' - Equipment Used: SOKKIA SET 4110 Total Station GEORGIA DEPARTMENT OF MARSHALL OF TYBEE SOKKIA E32 AUTOMATIC LEVEL NATURAL RESOURCES ON ' -, ON AUGUST 11, 2008 • VERTICAL DATUM IS NGVD 1929 FEBRUARY 26, 2003 7 IN ACCORDANCE WITH FIRM. MAP 1 NO. 135164 0001 C, INDEX DATED JUNE 17, 1986, .. . THIS PROPERTY DOES FALL WITHIN \ i , ' A DESIGNATED FLOOD HAZARD AREA (ZONE A8 ELEV 15> REFERENCE: DB 167-M PAGE 161 - SMB Q PAGE 051 . CMF DENOTES CONCRETE MONUMENT FOUND • IRS DENOTES IRON ROD SET I ' . TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS • PLAT IS A CORRECT REPRESENTATION OF THE LAND . \ . 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