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Home My Public Portal About06-0416 DEBRA ROBINSON.pdf9- 7 -05; 4:04PM;CPD Richmond Hill a;,�.1 562561 D � SEP Q + 2005 rt ------------------- (Pi 1E 0k I September 7, 2005 - Cvastai Resources Division Ms. Chris Brady 815 Mi l ter Avenue Tybec Island, GA 31328 i RE: Letter of Permission fbr the maintenance of an existing riprap ba stabi n project, 81.5 Miller Avenue, Tybee island, Chatham County, Georgia i Dear Ms. Brady: This Letter of Permission (LOP) acknowledges your request of September 6 005 to tn' maintenance on an existing; riprap bank stabilization at your property at 815 il.ler A Tybee Island, Georgia. Department staff conducted on -site inspections in J ry and. 215 Riprap currently protects the non - vegetated bank along the end of your calls ay. Additional riprap may be added only within the current footprint of your bat stabilizat project. This letter does not authorize any expansion of the footprint of the e ting ri ank stabilization_ No new riprap should be placed over marsh vegetation. Also, s LOP meant to exempt the above referenced activity from future environmental la This approval is based upon the description that you provided. This LOP saws as aut fatiott to utilize state owned tidal water bottoms for your project as per the dimensito",lafniguiraa�t co ration depicted in your request. Any change in the use, location, dimensions, or of the approved project, without prior notification and approval from this office, could res in the k revocation of this LOP and in required removal of the materials and related structures. This project must be constructed precisely to the approved dimensions, eonli ation, the exact location_ This authorization does not relieve you from obtaining arty of requir feral (Amay Corps of Pngineers), state, or local permits. No equipment, materials debris e placed, disposed of, or stored in jurisdictional areas_ Any incidental impacts , ociafied' thus proiect must be rectified by ful l.y restoring areas to their pre - operational topo hic a ve,gclative states_ Please ensure that fury activity that may take place within th latish ction be coordinated through this office. Tidal water bottoms and marshlands of coal Georg re public trust lands controlled by the State, except for such lands where a validated Crown C ;nt or ` State Grant exists, The construction of the project proposed for this LOP must be eomplet i within 3 years from the date of issuance of the license, Otherwise, action will be initiated, revoke the LOP. If you have any questions you may contact file at (912) 258 - 4198. !� Sinecrcly, Christina Hodge Permit Coordinator cc, Dee Anderson, City ofTybee Island i, Georgia Department of .Natural Resources Coastal Resources Division One Conservation Way + Brunswick, Georgia 31520 TEL: (912) 264 -7218 • FAX: (9-12) 262 -3143 • WEB: http : / /crd-d.xir.s(a .ga.us 1 Q Iw Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: ( 312) 786 -9539 Permit No, (0 - I-) In Owner's Name Caen. Contractor Contact Number ✓ �� r� r-� Location 13 1 S ki I I .ter Date Requested Date Needed Subcontractor Lo 31- L4 y �o L) V . Gate of Inspection _ Time Inspector Type of Inspection _ r S P r C� 1rl 0 4 Ar e :Ajcal- rKA QA8 �D Inspection Report City of Tybee Island 483 Butler Avenue P.U. Box 2749 Tybee Island, GA 31328 Rhone: (912) 786 -4573 extension 114 Fax: ('912) 786 -9539 Permit No. Owner`s Mame Gen. Contractor Contact Number Location rcer� Date Requested Date Needed iJ - C) �, -�� Subcontractor 4 Lf to,D V1 0,) "-e) " d IV Date. of Inspection 1 66 _ Time Inspector Type of Inspection o A, 40+ �� -�-- cc Ck "Y STATE OF GEORGIA COUNTY OF CHATHAM AFFIDAVIT PERSONALLY appeared before the undersigned officer duly authorized to administer oaths, DEBBIE BRADY ROBINSON, who after being duly sworn, deposes and states that the following information is true and correct to the best of her knowledge and belief: 1. I am a resident of Chatham County, Georgia, over 18 years of age and am competent to execute this affidavit in all respects and have personal knowledge of the facts. 2. In connection with the dock house at 815 Miller Avenue, neither I nor any member of my family, nor any contractor retained by us, intended to cause the dock house to collapse or to be demolished but, rather, strong winds cause the structure to collapse into the marsh during renovations. Further Affiant saith not. This '22day of September, 2006. Sworn to and subscribed b fore me this day cif , 2006. 0. BARGERON pAu maftm county, G-R MW Contndsslon Exphs July 7, 2007 STATE OF GEORGIA ) COUNTY OF CHATHAM ) AFFIDAVIT PERSONALLY appeared before the undersigned officer duly authorized to administer oaths, CHRIS BRADY, who after being duly sworn, deposes and states that the following information is true and correct to the best of his knowledge and belief: 1. I am a resident of Chatham County, Georgia, over 18 years of age and am competent to execute this affidavit in all respects and have personal knowledge of the facts. 2. In connection with the dock house at 815 Miller Avenue, neither I nor any member of my family, nor any contractor retained by us, intended to cause the dock house to collapse or to be demolished but, rather, strong winds cause the structure to collapse into the marsh during renovations. Further Affiant saith not. This ,;U-day of September, 2006. CHRIS BRADY Swc,rn to and subscribed before me this day of - 92006. V o+ y Public m8ftGA Fatplrm July 7, 2007 April 4, 2006 Mr. Chuck Bergeron City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 GEO I Coastal Resources Division T2, '9.58 glgg (�e// , RE: Brady dock house maintenance, 815 Miller Ave, Tybee Island, Georgia Dear Mr. Bergeron: C) ac I lg CRD is aware of the plan to repair and maintain the upland dock house on the Brady property at 815 Miller Avenue, Tybee Island, Georgia. The dock house is currently located outside of jurisdictional marshlands on the end of an upland causeway. The City of Tybee Island and the Environmental Protection Division of DNR may have concerns with activities within 25 ft of the marsh jurisdiction line. Please contact me if I can be of further assistance. Sincerely, Christina Hodge Permit Coordinator cc: Chris Brady Georgia Department of Natural Resources • Coastal Resources Division 6555 Abercorn Street, Suite 110 B • Savannah, GA 31405 TEL: (912) 691 -6810 • FAX: (912) 353 -3234 TE Thomas Engineering 218 Green Island Road Savannah, Georgia 31411 September 5, 2006 Ms. Debbie Brady 815 Miller Avenue Tybee Island, Georgia 31328 RE: Reported Damages to the Brady Residence Dock House Location: 815 Miller Avenue Tybee Island, Georgia Job No.: 100 - 061008 -00 Dear Ms. Brady: This report provides a summary of the findings and observations of the above - described loss for the referenced residential dock house. A visual observation of the property was performed on August 30, 2006, by Thomas Engineering ( "TE ") in the presence of Mr. Darren Michaels of DC Construction, LLC. The purpose of the investigation was to determine the probable cause of the reported damage to the dock house at the above - referenced address. Limitations of Study The observations and conclusions contained herein are based upon information provided to us at the time of this report. The inspection performed on the above date was a limited visual evaluation. Areas hidden from view such as underwater or otherwise not accessible were not inspected. No structural analysis has been performed on any portion of this structure to determine the load carrying capacity of the structural systems or elements. Should additional information become available, we reserve the right to revise our report. Description of the Structure The structure can be described as a private boat dock house on Horse Pan Creek on Tybee Island, Georgia. According to Mr. Michaels, the pier is approximately 50 years old. For the purposes of this report, the dock house was referenced to face west. Access to the dock house is over an earthen causeway which extends over the marsh for approximately 300 feet. At the end of the causeway is the dock house which was constructed of wood framing on a concrete slab -on -grade flooring with a metal roof system. The structure had a metal siding exterior finish and was unfinished on the interior without insulation exposing the wood framing. Tel. No. 912 - 598 -5331; Fax No. 912 - 5984301 Structural Damage Report Brady Residence Project No.: 100 -061008 -00 September 5, 2006 Page 2 of 9 Owner's Comments and Areas of Concern As we understood from Mr. Michaels, his company had been contracted by the owners to repair and reinforce the existing boat house. Plans were to sister new wall studs to existing studs on each wall as needed. A new ceil beam would be anchored to the existing concrete slab along the inside of each wall where the sisters studs would be attached and extend to the roof supports. Mr. Michaels stated that as his crew started work on August 24, 2006 they had just removed the metal exterior finish on the south side of the structure when a strong gust of wind caught the structure from underneath the roof and caused the entire structure to collapse. Weather Background The National Oceanic & Atmospheric Administration (NOAA) has monitoring stations which continuously monitor weather conditions through out the nation. Archived information is available through their "Quality Controlled Local Climatological Data" web site. The nearest available weather station was at Hunter Army Airfield, identified as station 13824, approximately 15 miles inland from the boat house structure. The NOAA automated data station recorded a maximum sustained wind of 13 miles per hour and a maximum wind gust of 23 miles per hour on August 24, 2006. Observations At the time of the site visit, during our visual, non - destructive observations of the referenced structure, the following was evidenced: The observed conditions are documented in the attached photographs; • The structure had apparently shifted to the north into the adjacent marsh area. The debris had been removed from the marsh and deposited on and around the concrete slab area; • The type of construction was typical of the area and structure in that it was wood frames with 2 by 4 studs and stick rafters with metal screen exterior siding and metal roof, • The studs had been secured to the slab by a wood ceil beam anchored directly into the concrete; • Approximately 2/3 of the slab area had been raised approximately 4 inches by pouring an additional concrete slab directly over the existing slab; • The wood studs had pulled away from the underlying ceil beam; Structural Damage Report Brady Residence Project No.: 100 -061008 -00 September 5, 2006 Page 3of9 Comments & Recommendations Based on the observations at the time of the site visit, the following are comments and recommendations offered by the engineer. These comments and/or recommendations are conceptual in nature and are based on a reasonable degree of professional certainty. This report does not address any subsurface, mechanical, electrical, or plumbing issues. • It was the opinion of the engineer that: • The referenced structure did represent an immediate dangerous or unsafe structural condition. • The floor had been raised approximately 4 inches. The timing of this alteration could not be determined but had occurred some time in the past; By placing the new concrete directly over the wood ceil beams and the lower portions of the wall studs, the stress distribution from the live loads, ie wind, were changed. The loads could no longer be adequately transferred to the ceil beam but transferred instead to the added concrete toping. Over time the cyclic loading condition of the wind overstressed the wall studs at their base As the weakened structure teetered on collapsed the combination of removing the south exterior wall finish and the sudden gust of wind caused the support studs to exceed their ultimate stress capacity. Once one stud gave way the stresses were then redistributed to the other members overstressing them in turn leading to the ultimate total collapse of the structure. • It is the recommendation of this report that: • The structure should be completely removed down to the concrete slab and rebuilt; • All work should performed by a licensed contractor familiar with residential pier and dock construction • The engineer should be notified upon discovery of any additional structural damage. • Once the items above have been completed, any remaining cosmetic /aesthetic issues should be addressed. Structural Damage Report Brady Residence Project No.: 100 -061008 -00 September 5, 2006 Page 4 of 9 Please contact me if you have any questions or need additional information. Please note that Thomas Engineering reserves the right to revise these comments and /or recommendations as conditions change or additional information becomes available. Sincerely, Thomas Engineering Michael I. Thomas, P.E. Principal Engineer Attachments: Photographs CC: Mr. Darren Michaels DC Construction, LLC. Structural Damage Report Brady Residence Project No.: 100 -061008 -00 September 5, 2006 Page 5 of 9 ,r r k` Photograph 1— View of causeway leading to boat house. Photograph 2 — View of boat house area Structural Damage Report Brady Residence Project No.: 100 -061008 -00 September 5, 2006 Page 6 of 9 Photograph 3 — View of boat house area. IPL�_ - Photograph 4 — View of concrete slab of boat house. Note the raised section of concrete flooring. Structural Damage Report Brady Residence Project No.: 100 - 061008 -00 September 5, 2006 Page 7 of 9 Photograph 5 — View of concrete slab of boat house. Note the raised section of concrete flooring. Photograph 6 — View of concrete slab of boat house. Note the raised section of concrete flooring. t Photograph 6 — View of concrete slab of boat house. Note the raised section of concrete flooring. Structural Damage Report Brady Residence Project No.: 100 -061008 -00 September 5, 2006 Page 8 of 9 � - .- - � .ice • y� 4 1 Photograph 7— View of debris from preexisting boat house. Photograph 8 — View of debris from preexisting boat house. Structural Damage R_ eport Brady Residence Project No.: 100 -061008 -00 September 5, 2006 Page 9 of 9 Photograph 9 — View of debris from preexisting boat house. LEGAL N(]TICE CITY OF TYBEE ISLAND PERMIT _Oho - 041 (p WHERAS, VIOLATIONS OF THE CODE OF THE CITY OF TYBEE ISLAND HAVE BEEN FOUND, NOTICE IS HERESY GIVEN IN ACCORDANCE WITH THE ABOVE CODE THAT ALL PERSONS CEASE, DESIST FROM AND STOP WORK Fur-r%E'cs- No" e t.. � AT ONCE ON ANY CONSTRUCTION, ALTERATION, pL REPAIR OR FURTHER USE OF THESE PREMISES low KNOWN AS __.6/S 4IL/-Ley - &�e -- - - - - -- O UNTIL THE VIOLATION HAS SEEN CORRECTED AND >% APPROVED BY THE CITY OF TYBEE ISLAND. R 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. DATER -�-- P 4NE-Z0�?= �.��LQj -- ----- - - - - -- 12 I'Fy l�YI e YS I+ •A- t re,u,;, 0� f'� -M / "� 1 �'°`. - ,trail. -- � g� zoc),� lel;2 �, Aui -25 -2006 11:31 am From -CRD ECOLOf, +9122623131 T --312 P. 002/002 F -358 Apri'14, 2006 Mr. Chuck Bergeron City of Tybee Island P.C. Box 2749 Tybee Island, GA 31328 EAR I Coasts►! Resources Division RE: 3rady dock house maintenance, 815 Miller Ave, Tybee Island, Georgia Dear Mr. Bergeron: A N -06 06 D MQoil CRD is aware of the plan to repair and maintain the upland dock house can -rhe Brady property at 815 Miller Avenue, Tybee Island, Georgia. The dock house :is currently located outside of jurisdictional marshlands on the end of an upland causeway. The City of Tybee Island and the Environmental Protection Division of DNR may have concerns with activities within 25 ft of the marsh jurisdiction line. PleasC contact me if I can be of further assistance_ Sincerely, C�"I'l Christina Hodge -D Permi;- Co ordinator cc: Chris Brady REF: Telephone Conversation, 25 Aug 06, 11AM Chuck: CRD stands by the comments and observations as do,.umented by Christina Hodge in April 2004. The structure located outside the jurisdictional marshlands of the state of Ceoriga. Please call me at (912) 262 -3132 or via email buck Bennett @dnr.state. ga. us if you have any questions. n Sinc, irelye Bul Bennett Compliance & Enforcement Manager CRD Georgia Department of Natural Resources • Coastal Resources Division ,.J 6555 Abercorn Street, Suite 110 B • Savannah, GA 31405 n+r•t /wyl�Y /n.e r��n _ ��,i iihY'1\ nrry /�1�nw TOTAL P.02 * * * * * * * * * * * * * ** —Comm. :NAL— * * * * * * * * * * * * * * * * * ** DATE AUG- 24 -20C * ** TIME 16:55 * * * * * * ** MODE = MEMORY TRANSMISSION START = AUG -24 16:55 END = AUG -24 1G:55 FILE N0. =581 STN COMM. ONE — TOUCH/ STATION NAME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK : 19122623131 002/002 00 :00:27 —CITY OF TYBEE ISL. — ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** —CITY OF TYBEE — * * * ** — 912 786 9539— * * * * * * * ** 03 Yre�� Mayor Jason Buelterman x \ _ 11 / City Manager CITY COUNCIL.-,- Rw�� Eddie Crone Clerk of Council Mallory Pearce CITY OF TYBEE ISLAND Shirley Sessions Paul Wolff City Attorney Kathryn Williams Edward M. Hughes Wanda Doyle FAX TRANSMITTAL SHEET Date: 7( Z Number Of !C Pages Including Cover Sheet: - To: , gu e. &n 4 r. 7e7l Company Name: / Al2 Fax Number.�gl Z, 216-� -_3 / From: Title: Phone Number: Comments: o ,� PO Box 2744.1113 Butler Arcane, Tybee lileed, Cieorl is 31328.2749 F yof (912) 7164573 . FAX (912) IW5737 fduc„ f www.cig0f4,l ee.W8 O * * * * * * * * * * * * * ** —Comm. NAL— * * * * * ** * * **. * * * ** * DATE AUG -24 -200 * ** TIME 16:50 * * * * * * ** MODE = MEMORY TRANSMISSION START = AUG -24 16:49 END = RUG -24 16:50 FILE N0. =580 STN COMM. ONE — TOUCH/ STATION NAME /EMAIL ADDRESS /TELEPHONE No. PAGES DURATION NO. ABBR NO. 001 OK a 19122623131 002/002 00 :00:27 —CITY OF TYBEE ISL. — **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** —CITY OF TYBEE — * * * ** — 912 786 9539— * * * * * * * ** �y �r t, Mayor Jason Buelterman City Manager CITY COUNCIL eEOatn► Eddie Crone Clerk of Council Mallory Pearce CITY OF TYBEE ISLAND Shirley Sessions Paul Wolff City Attorney Edward M. Hu � s Kathryn Williams Wanda Doyle FAX TRANSMITTAL SHEET Date: 14' 5 - * Y/ Number Of Pages Including Cover Sheet: �. To: & 0- k-,l Company Name: b IV AE! Fax Number :(Cf ! Z) �o.� From: Title: Phone Number: Comments: � ` ✓ T Ne ✓� 7j o c) 6"� L1B P O. Box 2744 - 403 Butler Avetuu, Tybee Island, Georgia 31328.2744 (0 12) 7"4573 - FAX (912) 78t'i-5757 www_cityoltybx.org �► Mayor Jason Buelterman CITY COUNCIL Eddie Crone Mallory Pearce Shirley Sessions Paul Wolff Kathryn Williams Wanda Doyle Date: CITY OF TYBEE ISLAND FAX TRANSMITTAL SHEET Number Of Pages Including Cover Sheet: 2— To: gu e k &,t 4 r. 77L Company Name: /� "V 2 Fax Number. -(q, Z) 0210 -3 /3 / From: Oxu e- /1 5ca YS Title: Phone Number: 4 Comments: vedS a D k) Du r l' P O Box 2749.403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (912) 786-4573 - FAX (912) 786.5737 www.cityoftybee.org City Manager Clerk of Council City Attorney Edward M. Hughes chy Of O April 4, 2006 Mr. Chuck Bergeron City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 IEORZ I Coastal Resources Division RE: Brady dock house maintenance, 815 Miller Ave, Tybee Island, Georgia Dear Mr. Bergeron: olea V�D 46, lg CRD is aware of the plan to repair and maintain the upland dock house on the Brady property at 815 Miller Avenue, Tybee Island, Georgia. The dock house is currently located outside of jurisdictional marshlands on the end of an upland causeway. The City of Tybee Island and the Environmental Protection Division of DNR may have concerns with activities within 25 ft of the marsh jurisdiction line. Please contact me if I can be of further assistance. Sincerely, Christina Hodge Permit Coordinator cc: Chris Brady Georgia Department of Natural Resources • Coastal Resources Division 6555 Abercorn Street, Suite 110 B • Savannah, GA 31405 TEL: (912) 691 -6810 • FAX: (912) 353 -3234 DATE ISSUED: 07 -27 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT REPAUVRENOVATE ROOF & WALLS 815 MILLER AVE . ROBINSON, DEBRA PO BOX 1252 TYBEE ISLAND GA 313281252 D C CONSTRUCTION OF COASTAL GA PO BOX 2996 RICHMOND HILL GA 31324 P $ 159.00 $17,500.00 PERMIT #: 060416 TOTAL BALANCE DUE: $ 159.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: , P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 7864573 - FAX (912) 78(x5737 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: _ F,/,S— ,&I" zke gr PIN # fiNIEW11� ArnnuFCc TRY -P-DU IATY' Owner ❑ New Construction ❑ Duplex ❑ i Y ❑ Architect ❑ Other or Engineer Building b c.CC rs f ru =f ; , rJ Contractor of <O xr %L. -ZL-d -'S�(�S (Check all that apply) ❑ New Construction ❑ Duplex ❑ Residential ❑ Footprint Changes ❑ Other ,,k Renovation ❑ Single Family Commercial Repairs Estimated cost of Construction: $ Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: (Enter appropriate number) (4) Masonry (5) Steel & Masonry ❑ Minor Addition ❑ Substantial Addition ❑ Multi- Family ❑ Demolition (6) Other (please specify) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan: # Units Lot Area # Off - street parking spaces Trees located & listed on site plan Access: Driveway Setbacks: Front # Bedrooms Living space (total sq. ft.) With culvert? Rear # Bathrooms With swale? 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 units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through On -site waste and debris containers will be provided by Construction debris will be disposed by at by means of 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: 7/r2 �� A Signature of Applic 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: gna -e Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager Date 67-26 -n6 FEES Permit ns; °O Inspections Water Tap Sewer Stub Aid to Const. TOTAL ��b N 01 vevv%. aYe LEGAL NOTICE PERMIT CITY OF TYBEE ISLAND WHEREAS, VIOLATIONS OF THE CODE OF THE CITY yr TYBEE ISLAND HAVE BEEN FOUND, NOTICE IS HEREBY ' GIVEN IN ACCORDANCE WITH THE ABOVE CODE THAT ALL PERSONS CEASE, DESIST FROM AND STOP WORK ,, I LLUTIL AT ONCE ON ANY CONSTRUCTION, ` ��RAT��N, REPAIR, OR FURTHER USE OF THESE PREMISES KNOWN AS c.v, vv��44%4t: 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 DATE r ow INSPECTO CITY OF TYBEE ISLAND. ii�� 0 I N T /WALL EL. 22' -0" cc I Q 20' -0" 7 Q' -R'• 0 N GALV. CORRUGATED METAL SCREEN GALV. CORRUGATED METAL b I T /EXISTING SLAB !�- EL. 12' -0" N n i PLAN VIEW END VIEW LOOKING EAST SPACE BELONV FLOOD EL dTION (AE -Zone) Hydrostatic vonts required to relleve ;mater pressure in enclosed space belo;, -, T1oorf elevation. 1 square Inch of vent required for each 1 squire toot of floor area. Bottom of vent must be within 1 foot of the grade elevation. Vents must be placed In opposite walls tc permit water to flow. ALL CONSTRUCTION MUST COMPLY WITH THE SSTD (o. -"AND IRC ONE ANDTWO FAMILY DWELLING CODE 2o EDITION AND STATE OF GEORGIA AMENDMENTS Q� n qp Remain Aro�ed t on -lob site t plans M AU T�mu� Chatham County, REVIEW FOR CODE COMPLIANCE Every effort has been made to identify 2x4 PRESSURE TREATED FRAMING Code violations, no oversight by the (TYP.) reviewer stall be constri -ad as authority to violate, cancel, alter o= set aside any applicable codes or or_linances. The review and permit should not be construed as a warranty or guarantee. Reviewed By Date 7 R _-06 FRAMING NOTE: SEE DETAILS 1 THRU 4 ON SHEET A3 FOR ALL HURRICANE CODE CORNER AND DOOR OPENING FRAMING. 1x4 SIMPSON MT`. HURRICANE STRAP EACH JOIST & RAF SIMPSON POST CAP BC4R PAINT TOP TO MATCH Hurricane Straps rafter Requ►red on each SECTION A SCALE: 1 " =1' -0" A2 ANCHOR BOLTS IRC SECT. R4b3.f AND SST4 L�NG�5181NCH 13OLTS SHALL BE 10 INCHES IN DIAMETER WITH A 3 RED INCH NUTiLS3CATED 118 INCH THICK AND REQUIRED WITHIN 12 INCHES OF CORNERS AND 18 TO 48 INCHES ON CENTER. ALL COt''SaTRUCTION VRIST COMPLY WITH THE SSTD 10 J ANN, THE 19C ONE AND TWO FAMILY DWELLING CODE 2 , _EDITION AND STATE OF GEORGIA AMENDMENTS MONOLITHIC SLAB D SSTGRADE IRC SECT R 403 AN TABLE 303d. MINIMUM FOOwNDE SLAB THICKNESS 20" AND j.. lir WITH 2 #5 REBAA SIMPSON SP4, SP6 H7 HURRICANE TIE II SIMPSON H D5A 2X4 STUD WALL ROOF FRAMING (EXISTING) ;RIPPLE STUD HEADER HEADER STUDS- DOOR FRAME DETAIL SCALE: 3/4 "= 1' -0" 1:y4w ODETAIL DOUBLE TOP PLATE TYPICAL II CONNECTORS REQUIRED SIMPSON C518 0 i I LSTA36 FULL LENGTH WALL STUDS PHD5 SIMPSON HOLD DOWN (3) 2X4 STUD WALL WINDOW SIMPSON HD5A SSTB16 1 ANCHOR BOLT Y2" SPACING ALLOWS HOL[ DOWN INSTAL SIMPSON PHD5 HOLE DOWN 2X4 STUD WALL Y2" SPACING ALLOWS HOLD DOWN INSTALLATI PHD5 SIMPSON HOLD DON (EXTEND THREADER ROD TO PHD5 ON SECOND FL( FACE OF PIER 2 DETAIL SCALE: 3/4 " =1' -0" ODETAIL EXTERIOR 5HEAR WAIIS END WALL $STD 10'99 SECT. 305A.3 CORNER STUD Windows and doors shall not be installed near corners wfti 2 -16d NAILS 27 inches for 8 feet wail height MIN. @ 6" O.C. and 34 inches for 10 feet wall height. Double studs at each end. WALL OF PIER EXTERIOR WALL FRAMING IRC SECT. R602 AND SSTD 10 -99 SECT, 305. THE LENGTH OF SHEAR WALL NEEDED MUST RE DETERMINED BY THE HOME DESIGNER. MINIMUM THICKNESS (SHEATHING & ROOF DECKING. 15132 INCHES. 2x6 CORNER STUD ALL CC `- 7 ' "CTION MUST COMPLY WITH THE 16d NAILS SSTD_ W - 11_-AND THE IRC ONE AND TWO 6" 0. C. FAMIL'` ... -a--"LING CODE ?=mo DITION AND STATE OF GEORGIA AMENDMENTS BRADY PAVILLION DETAILS isam run mra wicna+ a NOTE Q= AL REW90K IODMFY WIN MkWO W NOWER REWVE ONLY CIOW WORE NEXT RM". DRAWN BY: DRAFTING SERVICES dGM!!R No. A3 -1' -0" I