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HomeMy Public PortalAbout07-0453 Marks � o , *. +sn,oauAs" CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 10-26-2007 PERMIT#: 070453 WORK DESCRIPTION: NEW RESIDENTIAL BLDG-SF WORK LOCATION: 1509 LOVELL AVE OWNER NAME TOM&MARSHA MARKS ADDRESS 137 CAMBRIDGE DR CITY,ST,ZIP RINCON GA 31326 PHONE NUMBER 912-596-5532 CONTRACTOR NAME TOM&MARSHA MARKS ADDRESS 137 CAMBRIDGE DR CITY STATE ZIP RINCON GA 31326 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2159 OCCUPANCY TYPE P TOTAL FEE'S CHARGED $6,720.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $250,000.00 TOTAL BALANCE DUE: $6,720.00 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: C r�%�- P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org 4 RUa.1ois CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 06/27/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT#: 070453 PROPOSED USE: NEW RESIDENTIAL BLDG- SF OCCUPANCY TYPE: P CONTACT NAME TOM&MARSHA MARKS CONTACT ADDRESS 137 CAMBRIDGE DR CONTACT CITY STATE ZIP RINCON GA 31326 PROPERTY ADDRESS 1509 LOVELL AVE APPROVED BY: P. O. Box 2749 -403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEE DATE ISSUED: 06/27/08 PERMIT#: 070453 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 1509 LOVELL AVE OWNER NAME TOM&MARSHA MARKS ADDRESS 137 CAMBRIDGE DR CITY,ST,ZIP RINCON GA 31326 PHONE NUMBER CONTRACTOR NAME TOM&MARSHA MARKS ADDRESS 137 CAMBRIDGE DR CITY STATE ZIP RINCON GA 31326 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2159 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,807.50 PROPERTY IDENTIFICATION# PROJECT VALUATION $250,000.00 io ENGINEERING FEE TOTAL BALANCE DUE: $ 87.50 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: A� � _ P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax(912) 352-7787 davisenginc @bellsouth.net INVOICE June 27,2008 Invoice#20707402 Diane Otto City of Tybee Island P.O. Box 2749 RECEIVED Tybee Island,GA 31328 tat" Phone (912)786-4573 Fax: (912)786-9539 RE: 4-0008-08-004A 1510 Lovell Avenue Lot 36-B for Marsha Marks 06-20-08 0.5 hours Site visit 0.5 hours @$175/hour=$87.50 Total Due This Invoice Based on my observations of the completed site,this project has been graded in substantial compliance with the approved plans. '7220 -52 /202 a c d,,, -I 01 o S Ln MI *.. N (\ ED 6 O. Lt1 ( IL i �asr;xrxoLll Oar 37 k�Err Pt94tTr0N LC7r 37 OARAcir �` s 70'59'54"E as> -I/.�sf/11��J/.,/`i. ? x x.1 „ x X x • IFKS m �,.�y., in "VJ+,* .4 t� Hi t r1, J 1i,1 /1 t V j.. 3D.79' I u)N.ti /� LOT 3 6 -'� cn Leo 36-01 ppJ 1, F.Siii/g§idi, ••":•:--•'. . ''..-' " ' -:--:- '''.1.". '!::-.' ,:::::.F.g.:.'!.....;. t 2,57'DFt.Y WaDENICE ////////////147,/ 1 .2 /0. I• o 'f • w RI es, i DJ 2. 7f// //7 x',17/ /9 err/ ///1 7.:: .z:.. .• 1-----17T.Orieraga N -Mr ___f -- 64F 0 SS Mat 3.57 78.64' N 70'48'37°W x078.54 N N 72'1114"1.0 -I lour 149R.720117 LOT 33 -- EAS7'PORTION Lai'25 0 N to NI TAPR S.4 s77CtE7 N TOPOGRAP-K1C AND BOUIVDARY SURVEY cr, D ft C 7 RutitMOS:suvnrvrsr6,.E.,47-. .T.w ararxatta.v�c 6 • 'It... EOLAPL4ENT USCD: TUPL'Uk ELET TRONC TOTAL STATION 1>ar>vb•l�•�r„� LOT 36-8, WORD NO. 4, TYBEt. TSLAtJ'D, e ADJUSTE ERROR COMPASS PER PONT : 04• 1T7 •1RaVPIPE FOUND Cl-fA7 -(AM COUNTY, GfOR(IA N ADJUSTED BY COI4PAS5 RULE: c .4xx Natairt D No, 7500 PLAT ERROR Of CLOSURE: 1 DD,ODO CLU-c19Nt Nui4til Am N y I.myy ophlon,is uecarvl. ? c-I _ tv FIELD ERROR Cf CLOSURE: 1/71.202 NOTE: TO MY INCAILEDGE A 112T1.ND 12111NEAT1DN /.LR.LL.map nn 935164 0302 C �r {��lyyp�� CO C� o.• ., FIELD SURVEY DATE: 2-24-2OD7 HAS t4D'1 BEN OBTAINED FOR THIS PROPERTY ,viii Jun. 17, t985, tme prcgerty dos.roll CO Cr; . . •0 su,c Jsi vein o desglated Nocd hoard orao. (AL Eft 13.0) r-1 A, • MICHAEL A. HIASEY,RLS 2509 6 R A P H)C S C A L E 103 SARAL LAM M CO ILSfchoat A. Hump/ S.,61341AH, GA 31406 P-lY ® Co. Ray LS.Hn,2502 912-74B—MO J 5 ID' IY 2I' J DATE: 9-25-2O3-7 SCALE: 1" = 117' CS1 RI OD I N ( l CA N N N z 1 LO m Le d e96 E T 8 -6ti-Nnl 0 "7- 04 S3 BOSWE_'LL DESIGN SERVICES, INC_ 703 NASSAU DRIVE SAVANNAH, GEORGIA 3 7 47 0 972 - 897 - 6932 LAH80S( &ELL SOUTH.NET June 19,2008 Brannyn Allen Planning and Zoning RECEIVED Tybee Island, Georgia Re: Marsha Marks Project Lot 36-B Lovell Avenue Tybee Island, Georgia Brannyn, At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan with the exception of the final stabilization which should be installed later this week. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932, fax to 897-2287 or e-mail to lahbos ,bellsouth.net. Sincerely, 7(\cu„L Mark Boswell r"-g O K er rain n `� n �.d d89:Z6 eo 6 6 unf .:t .•.;;;4.•••- •••,'es inspection Report FAZy Tybee IMagid 403 Butier Ave. Bor. 774C GA 3132E', Ptitibise (912) 786-4573 ext., 114 Fax: (912) 786-95319 (\ '7 (/*--Ns L4. f •, Permit No k.-} nate REqk_Peqted 1.__/1 - - F Owner'q Namp. AIVC,Irk DatellPeded Gen.. Contrartor Subcontractor _ 4 -7 2 2 2 ( r•:e sitact ;in hPr Location ■._.1 0_ ( ( ,AA hisp,,,tor Date of inspPortion - Type o Inspectiop PI\ r'77 / --) c-) A 6 Loc.( T"- L1 (V tj Par_Tis - 413e; S OA/ L V A c ess,9 57- ) 1 • r A90 R • ) 4 (--a-/-1 /C,E, I-1 VA(2_ 6f' &""-- 61 6-1/4 17-5 • — - - — 06/22/2008 19:17 9127482122 PAGE 03/06 U.S.DEPARTMENT OF HOMELAND SECURITY' ELEVATION CERTIFICATE OMB No 1660-0008 Federal Emergency Management Agency Expires February 28.2009 National Flood Insurance Program Important Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name MARSHA MEEKS Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.G.Route and Box No. Company NAIC Number 1509 LOVELL AVENUE City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 36-8 wARLI a A4. Building Use(e,g,.Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude:Lat.32 00 10 N Long.80 50 39 W Horizontal Datum: ❑ NAD 1927 El NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number AB. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosures) 0 sq ft a) Square footage of attached garage Q sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1,0 foot above adjacent grade Q walls within 1.0 foot above adjacent grade 0 a) Total net area of flood openings in A8.b 0 sq in a) Total net area of flood openings in A9.b 0 sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION • 131.NFIP Community Name&Community Number - B2.County Name B3.State CHATHAM COUNTY 135164 TYBEE ISLAND GEORGIA 134_Map/Panel Number B5.Suffix B6.FIRM Index B7,FIRM Panel 138.'Flood B9,Base Flood Elevatlon(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 135184 0002 C JUN 17,1986 JUN 17,1986 AE 14.0 810. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 59. ❑FIS Profile ® FIRM []Community Determined ❑Other(Describe) B11. Indicate elevation datum used for BFE in Item 139: I NGVD 1929 ❑NAVD 1988 ❑Other(Describe) 512. Is the building located in a Coastal Barrier Resources System(CURS)area or Otherwise Protected Area(OPA)? Oyes EINo Designation Date ❑CURS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on; ❑Construction Drawings- ®Building Under Construction- ❑Finished Construction -A new Elevation Certificate will be required when construction of the building is"complete, C2.,Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO, Complete Items C2.a-g below according to the building diagram specified In Item A7. Benchmark Utilized LOCAL Vertical Datum 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure flour)- 19.31 ©feet ❑meters(Puerto Rico only) b) Top of the next higher floor 26"75 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N . ❑feet 0 meters(Puerto Rico only) d) Attached garage(top of slab) 9.75 ®feet 0 meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 1.9 ®feet U meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 9.8 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) g,4 ®feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor.engineer,or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available" ONO I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001, O Check here if comments are provided on back of form, 4-m.atiV Certifler's Name MICHAEL A.HUSSEY License Number 2509 -Title LAND SUR YOR Company Name SUNDIAL LAND SURVEYING,PC '3'4 Address 100 CO E' lir •r City POOER State GA ZIP Code 31322 Sgk, 'Nist A.LOS Signature .„4W Date 06-17-2008 Telephone 912-748-2147 • FEMA Form 81-31,February 2006 See reverse side for continuation. Replaces all previous editions JUN-23-2008 08:22 9127482122 96% P.03 06/22/2008 19: 17 9127482122 PAGE 04/06 IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 1509 LOVELL AVENUE City TYBEE ISLAND State GA ZIP Code 31328 Company NAIL Number SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company.and(3)building owner. Comments Signature Date 12-24-2007 _ ❑ Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is Intended to support a LOMA or LOMR-F request.complete Sections A.B, and C. For Items E1-E4,use natural grade.if available. Check the measurement used. In Puerto Rico only,enter meters. Em. Provide elevation Inrormation ror the following and check the appropriate boxes to show whether toe elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawl space,or enclosure)is __ ❑feet ❑meters ❑above or❑below the HAG, b)Top of bottom floor(including basement.crawl space,or enclosure)is ❑feet ❑meters C1 above or❑ below the LAG. E2. For Building Diagrams 6-S with permanent flood openings provided in Section A Items 8 and/or 9(see-page 8 of Instructions),the next higher floor 02.b in the diagrams)of the building is . ❑feet ❑meters ❑above or a below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters 0 above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements In Sections A,B,and E are correct to the best of my know/edge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here f attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), . and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used In Items G8.and 09. 01.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-Issued or community-issued BFE)or Zone AO. G3,❑ The following Information(Items G4.-G9.)Is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliant elOccupancy Issued G7,This permit has been Issued for. ❑New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building: .❑feet ❑meters(PR)Datum —_ G9,BEE or(in Zone AO)depth of flooding at the building site: 0 feet ❑meters(PR)Datum _ Local Official s Name Title Community Name Telephone -µ Signature Date - --- Comments ❑Check here if attachments FEMA Form 81.31,February 2008 Replaces all previous editions JUN-23-2008 08:22 9127482122 96% P.04 06/22/2008 19:17 9127482122 PAGE 05/06 Building Photographs See Instructions for Item AB. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number 1509 LOVELL AVENUE City TYBEE ISLAND State GA ZIP Code 31328 Company NAICNumber If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item AG. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT ya i I d' a.. I !I I ■' _ r : i if e' Hf -4--j 1 H-4--1 3 I i . _._.. . .• -J..,. I —I-r 1 1 ' it 1 I1 1 • .q.4-SS r x I r } r+Ec k5 n y`!i is f ` H / 1 ., i REAR f.^s., . ■ I. 1 I 1 1 1 1 I I I f i I I 11 1 1• �l�fi. f/'� rl i l • 1 1 1 I I I �' i i •ry,- e%_�yy� 9 I I II 1 J, I yt��r..r• :' ____ I ,1I I I II 1 111 ``I d11P (II "r../9, z'.:... :I ' II 1 j. i lI ( I 1 II I I II I I I 1 I I , II I 1 I I' I I I I' 11 II d iI{ I I 'I I I II I • I I II III I I'1 I' I I 1 I I I r I 1 I I I I 1 11 I 11 JUN-23-2008 08:23 9127482122 96% P•05 06/22/2006 19:17 9127482122 PAGE 06/06 Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt, Unit,Suite,and/or Bldg. No.)or P.Q.Route and Box No. Policy Number 1509 LOVELL AVENUE City SAVANNAH State GA ZIP Code 31410 Company NAlCNumber If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View"and"Rear View"; and, if required, "Right Side View"and"Left Side View." SIDE r '4;:tr. . ;#,,,R01:7'.!--;;-= j 1 1 < ✓ 09..4.-r- 10?--, ":', a i l � I�! ," -r r I ', ,I I 1 z'y .. � I lii I .. ,: I 1 I f .•-'1: � I l . I A 1 sue '1 I I 1 I I 1 i ? 'F.: I I' 1 I I' I I 1 _ .h I ' II I•II , !. I I .i I ' 11 1 JUN-23-2008 08:23 9127482122 96% P.06 1 , „.. . / ( ' . ' . •ti.X1'.'n, ..-I':■ :::- •...' ■ 1 .,... --. . •. Inspection Report City pi Tybee Island 403 Butler Ave. n„0, RO )74c) Tybee, Island, CA 31328 Iti--•iione: (912) 786-4573 ext. 114 F--ox: (912) 7Tb-9539 r'\ " - r) 1-1--- 3 0,70-0 .R et-yes:t ea i\I 416 ' 5. Owner Nam,:-. \ _.-5_--..___ Lie Needed (.7.ian, Cnntracto Oe Subcontractor --) 1 Z I I /— -, c 3 I 1 D (--) 1 1„___:-..Y...)a 1( AkieJ 12a-cation iiii riat•F of "innpri-Inn Tricippe-p?4, / r / — Type of Inspection . 4..... -- -Thf-1-54, -P , , 1 21 Q a . 1-- e ,,,—.5 pa c._ "— --i - P;9ss Li Fail 0 q PS5' '''-::0_,,,-• ,' 1• I 1 : : 1 15)-4 41:=5---y-:--fol ) ,-)A-k K, d i-z-A( k ) b ''')1-&-:-:' / /O ,.., ...... ----,„ 1 I I / . I . :'',.) ir-Aff:(2, U -ErjA" 1 I A,..) , f 1- : L' ,okss . .. / ... tr... e , ,--- , ,_', ,----, . , ,------ 1- ., j.I lea_cd- 1 i i , .., ., J1 • e ..). (s' ku--t.-• 0-...:.•• . ••:•,:,, • , Tripectiort P:7-7, i-• - City of Tybee Ision. 403 Butler Al;,-...-::, t , t ! ( A 10, I ._ I 9 - • Tye ! island, GA :313Th Phone; (912) 78( -4573 ext., 114 EPIC (911) 786-9530 (. Permit No_ „_-, t ,2,_...__,,_--- ,..-,______ Date OwnE ' /i_v\_ Qf ._._,. . - 1 2 - - 0 r.....„.-, Gen Co ntracto co tact 1i I t Ill be r ( A LOt:ati.i0F.1 1, / i , VI z l&-ye-1 pate of Inspection vAk Type. f241!IS pedio n .1 Y-145 1 I j_, c- V7 -:sf-41206:0 % i '-,,.1_'S,IreYilltii-> \ Pa5S rwl t,31.-v .77 L 441)50,tratiA '' ,..-4-1r"C-7--, - . . .....- t,„-- " 5 i ..v,....If-- -. -. 1-6-1.- -4- (2,01 ---INA .1/40,- ...., k,:alc- 0 Oia7-f-t-2-0 5, tiz;- - . ' p , ‘ 'TM ti ,---_, 6 , t-' L -1-- . , a t y ii...s s .....,) ‹.), r .. 1 IA L iz.t. ,......A6 \gi.T....lc.„....., c;,,.1.,... ...v,:c.. A ......_ -t„ , , , 1 evivy„.,›A 0,-.. (.1' ...,, ,--- -7 - 60-6.61,S:A7 --(-N/ fk. \----'3- 7---.. 1 44._ '2.X)67 \ ,6t-rrrite--#,4.'4.1_3 i i -444 '°'° —747E'04:L.P:e ,^-, I I i i 1 col°41 \ i ''') I ci. q . ' ,--- . 2:- , , a, --- ,--3 ' >c,_: .2,„)(..1 1.:7_ - '_ \ \ \Pr=17 c.:,,-` "14-a= V : 7 , ; : ( • '■___-.. \.._ ...0 ,- ,,....:..,.*.:.a..,t.„. ..,.. „, T AL rispection Report City of Tybee Island 403 Butler Ave. P,$)., Rom 21444 Tybee Island/ GA 31328 Piiorge: (912) 786-4573 ext. 114 Fax: (912) 786-9534 ( ir) c_i_ C, 7.2, 0 7 - t.'"•- r:- Permit No, V,..) 7 - '•-•-• 1 .--•J LJ Date Requested _ ---__ ----) ,__.) 0 , Owner's Name li\\&(_:Xi--\ - S Date Needed n 6,-.) - D2 -3 g' _ _ Gen. corgractor 7-1nr\ c-- ei Subcontractor -.... - QC • , ---r- (---- Co ritact 111.”-,,,ber U e---) ,--) 22 - a i D_ 1 - - 1 "---, _ Q , Location I --) U1 1 L (7:)\,/e, \I Av.o. I Irp:,:pecto r_ I Date. of Inspection _ z1/ 7/7;-Y--- • Type of Iri,;pecii:_:7:ps1 ___ 7 C i r S P.9 c* ----1-Q•11/P• P a ukj Pass Eg Fail [::] Z-11 ( (>1 *************** -COMM. :NAL- ******************* DATE JUN-02-20( k*** TIME 10:31 ******** MODE = MEMORY TRANSMISSION START=JUN-02 10:30 END=JUN-02 10:31 FILE NO.=358 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 3062646 001/001 00:01:06 -CITY OF TYBEE ISL. - ************************************ -CITY OF TYBEE - ***** - 912 786 9539- ********* // Ilk.r V, �..JIB., RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan 914=9444437 Phone 912 3 0 6,-2 4'ib 30(,.2wor Qa-t-I X 3oS- 2 4025' Q1 -b4 '3 r , • Location Address: I 509 Lfl I AJe,, Lot# Release Date: .2-o S Type of Release: Temporary JPer -text,. neht a Subd Name:_ Electrician: JVI 5' ,,,(Q c, Electrician Phone Number: 3 0 e- Lig a Owner/Builder:Tt� J Ot 4ar_k Phone Number: z(a Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd.Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: 0111& 01111- RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 937 Phone 9124 3040- 2Lit_ .3 0 6-2 S,0 1- ea.+11 3og- 2(o2 Q1 - c 453 r Location Address: ( S O -{Q LfljaA( Ade) . Lot# _ Release Date: 40 •Z- 8' 4-elm pp. p a w er- Type of Release: Temporary V Permanent Subd Name: Electrician: JJl(1, Electrician Phone Number: 3 D g- s LIR g Owner/Builder: To_a -E M arS Qr-' S Phone Number: Z(D-3 6g741- Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: 4-K . • ) •':::=•••••:•4.-..-.,? inspection Report r City of Tybee Island 403 Butler Ave., PO.: Box 2749 rstand, GA 3132 Flion,T: (912) 78L--.1-53 ext. :1.1_4 fa.,,r: (912) 786- 539 P.t,:rrnit Me: El € eqL& ted L 6 -C2 0 0-4-ffrier.7 Name /111 (?trfr---. Date _Needed n - 30- C Gen. Contractor Subcontractor 1 Ei ntc . -cr) v=aa location I U 7 G/0 / A ie) rPripPc.tor "1/7-') De fInspectic Type of Inspection el- , ,/ Pass •°—? K- 0 (f) 1Z ___ Fad •- `7\.)C4,,K) I • 1\1 l.o D FROM : FAX NO. : Mar. 06 2008 06:03PM P1 Richmond Hill Design Center, Inc P.O. Box 622 • Richmond Hill, Georgia 31324-0622 912-727-2140 Planning • Arc;i►itecture • interiors March 5,2008 City o 7'ybee Island A11 Mr.Check Bergeron 403 Bier Avenue Tybee Island,GA 31328 Re: Maas Residence. 1509 Lovell Sheet,Building Permit No.074453 `ybe>e Island, GA Dear Mr.Batgeron, This letter is to certify that I performed a.site inspection at the above referenced project on March 5,2008 and have determined that all previnus defiazeacies identified in my letter of Febrwu y 25, 2008 have been corrected in an acceptable manner and are approved. If you have any clu : �yy -give me a call. .� Sincerely, ., • !.1 tl 1 i '•N CT �- i • 336$ 6 NOA1,• '�,,, Ri' t" �'F Richmond Hill Design a, ne,,Architects GA.Coat_3869 MAR-07-2008 16:22 98% P,01 . ." .6,. • ilispection Report City.of Tybee Island -403 Butler Ave. PO. Box 2749 Tybee iskid, GA 31328 Phone: (912) 786-4573 ext. 114 Fax (912) 786-9539 Permit 'Pi P 0 9 - 014 c' 3 Date RequPstegi I • -7 2 019vrter'',5 Name Date fili:"?eded r 0 1 Gem, Contractor Subcontractor Contact 'Number e2 572 - 2 12i f.ocation 9 / _,0Lip17 inspector Date of Inspection Type of Inspect:Ion Pass L 14 0)-1- LA31-7)--3-14e-c, 6 pre.rbi itY5. OF k)(>4 OreZTL::) 13y C /--> • • Inspection Report City ot Tybee Island 403 Butler Ave. P.O. Box /749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext 114 C\ • Fax: (912) 786-9539 Permit No., 9 - ‘-f Date neggipsted Owner's Name 110 Date Needed z o Gen.. Contractor Subcontractor Contact Number 5 -4- - Location / 0 9 Lo ye/1 A Lfe Inspector 02) Date of Inspect—ion Ns& Type of Inspection fri--76_ I /k/Si Fr am me/ -T-145S &'*e".6;) Rp,S,9 c A. ■ A. I ( nitat Loa", IJ L■ LJ L A--t• •.) Richmond Hill Design Center, Inc. P.O. Box 622 Richmond Hill, Georgia 31324-0622 912-727-2140 Planning • Architecture • Interiors February 25,2008 RECEIVED 3- 4- oc City of Tybee Island 403 Butler Avenue Tybee Island,GA 31328 Re: Marks Residence 1509 Lovell Street,Building Permit No. 07-0453 Tybee Island, GA Dear Sirs, This letter is to certify that I performed a site inspection at the above referenced project on February 25,2008 to determine if the Second and Third Floor Shear Walls have been properly constructed and note the following: A. The Second and Third Floor Shear walls have not been constructed properly and need to be corrected in accordance with the two attached drawings(Attachment 1 and Attachment 2). As a result of the Third Floor Front Covered Porch being deleted, a shear wall condition now exists on the right front side corner. I have marked these walls on the approved Constructions Documents on the project site. The left front side window on the Second Floor is acceptable as constructed and is not required to be a shear wall. Additionally, all 6x6 treated wood columns must have holdowns at the top and bottom of each columns. There are currently several columns without holdowns. B. Upon successful completion of the shear wall construction,I will certify that they are acceptable. If you have any questi••..— -,•'ve me a call. G G/4\ Sincerely, S Ekc� HITECT 0. 3868 1Z�y Dq C' h •NAIA 4+ Richmond Hill Design Center, Inc.,Architects GA.Cert. 3868 • VARIES 2 ROWS OF IOD NAILS . . AT 4' HORIZONTAL SPACING AT TOP AND • " • BOTTOM OF HEADER \ \ SEAM AND AT TOP 2X4 HEADER (REF. 'DETAIL .•••••• 'D •••••.• FOR NAILING PATTERN) '�•►•••'►•••••••.•..: IOP NAILS AT b.' VERTICAN ' , SPACING AT EDGE'. HEADER TO BE OVERLAPED HITH EXTERIOR SHEATHIN. CONTINUOUS SHEATHING. SPLICE WITH 2 R.OHS OF IOP NAILS AT 4" �� '� HORIZONTAL SPACING �. EXTERIOR SHEATHING PER STUD (REF. DETAIL FOR NAILING PATTERN) ,..__________.........., • IOD NAILS AT 12" j .•..`T,..... 4 VERTICAL SPACING A7 . l~ INTERIOR IF STUD IS •INSTALLED (REF. NOTE 0 0 • ION SHEET SW-I) i" 2 ROHS OF ion NAILS 1 x.,. ..• . as-- - AT 4" HORIZONTAL • • SPACING AT MIDDLE • • AND E OTTOM OF PERIMETER BEAM/ • , GIRDER AND SOTTOM • • PERIMETER BEAM/GIRDER 2X4 SILL PLATE (REF. . i , _.w. DETAIL FOR NAILING . F t .. ' i PATTERN) EXTERIOR VIEW OF TYPICAL SECOND FLOOR SHEARWALL SYSTEM N.T.S. O R%\ / ffftL 1 \/� -r ,'C/ "° 1 (A?IECT 38 a Z j N A �. • SIMPSON LSTA24 i • STRAP AT HEADER TO POST (TYP) C HEADER BEAM • CONTINUOUS OVER ! SHEARWALL 31 EXTERIOR SHEATHING (TYP) , • • • 2-2X4 HEADER AT TOP 2-2X4 VERTICAL EACH SIDE • �. 2-2X4 BRID6fNG.AT SHEATHING SPLICE I-2X4 SILL AT BOTTOM �wNe 1 , SIMPSON LSTA24 STRAP AT SOTTO ! • (TYP) NOTES � • I. IF WIDTH OF SHEARV4ALL IS • PERIMETER •6EAM/GI RDE° ! , GREATER THAN 2'-.01,ADD• Vl;RTPGAL STUD AS REQUIRED FOR lb" MAX SPACING FOR EACH. 1 2. R ER .$14-2 FOR �+�1141 EXTERIOR VIEW OF TYPICAL SHEEARWALL PANEL. VARIES INTERIOR VIEW O#= PICAL SECOND FLOOR SHEARWALL SYSTEM. N.T.S. otORG,4 . A117 'f. C E" ' '' 2- AFC ECT Z ,p la. 38 4, F'�'PY D%SO 3:n spect eort Cit Tyttee 403 film tier Ave. fox 2144 Tvbee P-Andi 'GA 31328 Ptione: (912) 186-4573 ext. 114 (912) 785-9539 Permit 02 2 ;Th9r uhritt- owner',.; 71 ro (1.5L5 C.LatP Needed 0 ) S- GP VI. i : - e. ritra:-.-t.rpr 4r51 liT.P 1" C...) ( 2 Locatlaff) 15D9 Loue,t1 n..;pertn cnit :frpc.pectwyri 06 rype of Ins f.-)er rY _ r if) eve^- •-) (-3 p , pa, Fail !,1 ( Qr-t-` E ) /OA 07-CL-o)42 (2:(-3 , . 014 "'-)• 0 ,J01e... • P tif 1.)11!°°' - XX5R6 k.fit7 Tc - - - ,--..--, ...,,..-,..:.;7 '.lit.e. .. ;":-:;:.:•,•• - ..-;',-7:', -').•.,, :,.:,. laspectiori Report City a Tvtee Island 403 irmitier Av42,. itox )7,4,49 Tvbee Islamic GA 31328 . Phone: (912) 786-4573 ext. 114 Fax: t912) 786-9539 Permit iTliL C.)fri D I S iat-Ff ...- - - ReqtaP.-0ed D ,..) Owner '_i5; riaitn-F: c-s"k 5 nate Needed C 2 - 0 ? O k Gen. Contractor .___ __ ___ Subcontractor Contact 51 umber PR a-1- -+". C)11 2 (L-, cq - - , -2$ S-C) Lch:ation 1 S 0 9 , '30e-0 A)_ .Q) .____ ii / -.1-.as;pectO 7' ---7/g Date Of InSPectinn . Typse oi IlispeCtMr) S:10 3 N. (m \ 3 I r....., .„., 74 as 112---- ---- Fait ri , 1 1 I : .... . . , . ! ,. ' '''...' :: ' •,--,::: 4. Inspection Report City of Tybee Island 4.03 Butler Ave. P.,.O. Box 2749 . Tybee iS:drid, GA 31328 Pig (912) 786-4573 ext. 114 .4:: X7 (912) 786-9539 1 Permit No, (0 7 - 0 LIS 3 ch3te Requested 02-0 S- 0 R Owner's:Name /(k_ar ") S._ .__ Date .t4 eeded 020 Co- cp e ,..._, ,-, • , . , ,, ,-.:-i,,,r5. contractor Subcontractor ( Vi1/4_) ,t, \ 1,-/k ,) Arsk r c:i 0 Contact Nwnhe.r ....-7-;e. -Ym 0 -)e_) Locatkon it-) D 9 L oue ( l .1-\0e2, i.-nsp,Fci-s.t. r _ Date of Inspection Type 4.3.F inspe-ction iO3q.-k Di r\....&. c) ( ____ -- Pass i i 6......4 pizyki c-D *. • in woz A-gges-loz st ik.,.-... Onrii F3 i 1 i l'n 604A 1------li pertp vimuz --r.,... 7*- fi4(Slap. .) 0(1 01.# 40 00-ZS ) tea.. . ..,--oz.1, 4 .)..... i.-?.(., -7....0c6, I id.,,lakt A.i..:iiii./.--; ,..,./.5,,,,c. )4fft::; • . •' s,')e inspection Report city ot Tybee Island 403 Butler Ave. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 fax: (912) 786-9539 Permit No, 0 - 0L-4 3 Date Requested —C2I D Owner's Name M Of S Date Needed 0 1 -- 3 -o Gen. Contractor Subcontractor Contact Number -Tre LA.3 e 522 - 2 / 2 1 Location So9 L 0 Inspector '1 LC Date of Inspection Type of Inspection n ----- Pass 1 Fail rY1 — en . . .4., ) ( ) , e,-. ::.'.-2';. • :• Inspection Report city of Tybee Island 403 Butler Ave. RtIlf. ?14q TVillee Isidnd, GA 31328 Pitone: (912) 786-4573 €,xt.. 114 fax: (-QV) 7146-9512.9 , i ,---- --) . . m Pe.rm it M:1 . 0 T 0 nate Requeed j / )_ 0 0 1-15- c.F,Iri.sTner.-K: i'i a m P i ,... - IC....C: --) 1 Date Needed 1 /_:._ - ',...-- i • (2) 1 _.. co r,i-ract r_k r re Risart R MT!bc7,r TIT) el 517 - ) , 1 SO 9 L ii ./'..-----.. -...,,.. „.-; i p F:cfr;r ...__ ( s! 0,,c/ Date pf 1 rripectkt i /-, 7,4, zoo.74- \_........„ 7 - Type et T.f-,:;p:1-...rtru--, ..\-ta pas. Lii. ,.......,„.....---- TA 1O h1 Af - K) vi '-- rigiin : V I L.II Fail 1 1 „,.." _2 ) ( I A' 1 ...i / a9 • • • fc.ef ••• • •'7;v Inspection Report City of Tybee Island 403 Butler Ave. Hoy 774q Tybee island, GA 31328 Phone: (912) 786-4573 ext. 114 fax: (912) 786-9539 Permit No., 0 rl 14- S 3 Date Requested 2 -- 1 Owner's Name An, ej ic 5 Date Needed 12 Gen. Contractor Subcontractor Contact Number 0 ; ,e.) b - D._ I Location CD 9 Dvell Ave). Inspector Date of T nspertio /1 Type of I tisi.)4917 Vifo i'5 1 a Pass 17 eA!, Fail Isispection Report City tJ Tybee Island 403 Butler Ave. P.P,. Box )149 Tybee island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 1-s) PerMit hi C., 1_71.0. 111 S flatP R47q:-.6.1241sPci ( 2CD7 Owe r's ri DA Mark Date Needed 12 -o 7 Gen_ Contrafi'ft Subccintractor C'mntact UM he r locatOn i 5-0 9 Loje I ( Inspector - flat?' of inspertil7yn o CS Lniaij . ._ s:,,,AI-Atv Inspection Report P • ti\\\ City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9c39 Permit No. D 1 O 4-i 2.1_ ...... Date CI PC.11 tested --- - (4) - 27 ' Owner's Name PA_ark-15 Date Needed 1 - 10 - 0--) --- C;an Co ntrac to r Subcontractor — Contact Number -e.,, 5-7 ) ( ;;Z 1 Location 1 5 3 ci L DU e ( - -2------- --, -7-- 7--- inspector_ 1 ,---- Date of Inspection Type of Inspection --- 47-yn• 0 Pass Aik -- Fait 0 „ inspection Report City of Tyhee Island 403 Butler Ave. P..0. Box 2149 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 fax: (912) 186-9539 Permit !Orr_ _ Sta_ Date Requested 2 - LD -1 Owner s NamP ti\ rr4,\Y- Date Needed - 0 7 Gen. Contractor Subcontractor 5 Elec_ . - C.ctritart Humber -71:14 r""".1. 5 '4- FR Location _1 p _Ls:1i R Av ei Trispecter S Date of inspection )-I f, Typeofinpection Pass Zr'' Fad *************** -COMM URNRL- ******************* DATE DEC-04-2r ***** TIME 10:48 ******** MODE = MEMORY TRANSMISSION START=DEC-04 10:46 END=DEC-04 10:48 FILE NO.=537 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE ND. PAGES DURATION NO. ABBR NO. 001 OK a 3062646 001/001 00:01:05 -CITY OF TYBEE ISL. - ************************************ -CITY OF TYBEE - ***** - 912 786 9539- ********* ilk 1� Yew RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan 9-124W-S5a7 Phone 912-443-5063 042-2 4 d-ko o1=o r-� 11 � Location Address: ('13 lP - �J Lot# Release Date: 2-1{�O 1 Type of Release: Temporary Permanent Subd Name:_ ( ie¢.r q Etec� r� Electrician: ,n �k-� _1�e c . Electrician Phone Number: 2.3 - 02.0 9 Owner/Builder: �a.r; '54 to c yr Phone Number: 45 62--IDS S.a�j 0"1-0453 Location Address: )509 L..0 ver. Lot# Release Date: D.= l , eIt-4) Type of Release: V Temporary ^Permanent Subd Name: __ T Electrician: -T(M � _ _ Electrician Phone Number:3_0_ Owner/Builder: o rr► f\ ,rS\1a- )4\0,14A.S Phone Number: S 2( 3653 4 Location Address: Lot#_ Release Date: Type of Release: Temporary _Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: _ Phone Number: z4., • tyi ocm� CITY OF TYBEE ISLAND WATER METER PICKUP DATE ISSUED: 10-26-2007 PERMIT#: 070453 WORK DESCRIPTION: NEW RESIDENTIAL BLDG-SF WORK LOCATION: 1509 LOVELL AVE OWNER NAME TOM&MARSHA MARKS ADDRESS 137 CAMBRIDGE DR CITY,ST,ZIP RINCON GA 31326 PHONE NUMBER 912-596-5532 CONTRACTOR NAME TOM&MARSHA MARKS ADDRESS 137 CAMBRIDGE DR CITY STATE ZIP RINCON GA 31326 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2159 OCCUPANCY TYPE P TOTAL FEE'S CHARGED $6,720.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $250,000.00 ONE WATER METER(3/4-INCH) TOTAL BALANCE DUE: $6,720.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: ./ ".• P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org o t for oSick.e= CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT 2 sets of building plans I copy of survey showing tt y r3 ground elevations&flood zone Poo7'pe N� a *� $250 plan deposit 3.eTb2cX., 15°9 Location: ( u7 17) 1 PIN # NAME ADDRESS TELEPHONE pw� 04Fuevi--A ( 3'7 �l��'-1/3/Ztv�C'# �FZt/vs `7iZ rn� 3 is E Owner 9/z 33L At c2lGS oz.IAi c c —) G 31 �ZG 9/7 5-5-3 Z ;Ka,es cFce_ Architect or Engineer Building ContractorO"`i c,`�n6 (Check all that apply) ( ] New Construction ( ] Residential n Other n Single Family Duplex Multi-Family (l Commercial Details of Project: .V\i‘).3 , v � A-A'vYN , 0 Estimated Cost of Construction: $ Z.S 0 10,1 Construction Type ( (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood &Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: ;r�—in, Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units 0 #Bedrooms #Bathrooms L Lot Area Living space(total sq. ft.) `c.i #Off-street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? J With swale? Setbacks: Front Rear Sides (L) (R)_ # Stories -3 Height S '` 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 t L ----T''O H i On-site waste and debris containers will be provided by z_./4 ti c J 11 Construction debris will be disposed by t}ovuFowe-ii 2_ by means of ppt/44(7s ce__ 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 ley permitted construction. //7,, Date: 24,1x,((,`e)? Signature of Applican Note: A permit normally takes 7 to 10 business 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: Si a'> . Date FEES Zoning Administrator ���� -;fir_ Permit 2 S'«o� Code Enforcement 0 i - to_ � Q./.- Inspections Water/Sewer Water Tap .5:5-0. Storm/Drainage % �i� �� r' Sewer Stub Inspections Aid to Const. .Q I5-9 City Manager F CC Recovery 7 Od O , . e.1005./‘4" CK �9�' ast9.°r' �mcwtc+ °�r, z)'too¢ TOTAL ('52.0, REQUIRED FOR: Building Pei wits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Petrnits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how stoini water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: 7 Y/' m P4 s/-t4 ,mt<c Project I.D.: Attachments approved by: Date: CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: 7 � IL Owner's Name: d1-/ Address: /3 7 04-,t4/ / /136/E Dg (4E J/ Contractor's Name: &on r. List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company NA,,A 0..e,H4ry Business Type 'i- ,,Low-rc Address 3(D.ZZ \ tA,n 2i License Number c Contact Person j(kYvIES Maieka tigry - Phone Number I,zq- �,OZI 2. Company DO.QA2 t 5U Business Type -,2,1im CO- Address kuke evtz Bil(Lak,(N1 ice. License Number Contact Person L 7 gvt lam ,CUCA-T Phone Number 13 Zz 3. Company 1/4,) ..'S t'> G�C Business Type u2 c Q\c,R'L_ Address 1 ezmern oi License Number Contact Person J( ,t SQL Phone Number �� - £4 e 4. Company _\- �E'_ Business Type 1J fj(? Address 2.3(A t -106 e-scPrrt.. j t- License Number Contact Person ,- 2q5 ‘44I21\, Phone Number -7 5. Company .{1�. � Business Type Pt,, Nkib yLi; Address License Number �J Contact Person �-tyZl�, Phone Number rJ (04-11 Attach additional sheets if needed. STATE ENERGY CODE AFFIDAVIT Location of Work: L 07- J' LS Owner's Name: 70(it rn/4I_c 644 //MK Address: /3 ? `q we 2'JC=4- 31 • Contractor's Name: ,..5: F This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2000 Edition. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2000 Edition. It is understood and agreed by the undersigned owner of agent and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. Owner's Signature Date $ A I • 777e471,4- / KS 71/14/ Sr-id4 RapetzS Owner's Printed Name Contractor's Signature Date Contractor's Printed Name CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786-4573 FAX (912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: ZU/ 6 Owner's Name: Toil"( /1/4 .s Address: /3? c'fls,a (f2�E p, 1 y,E IeivCo// Contractor's Name: _5:17-41/4"-- This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets,meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner/contractor) agree to construct/place the equipment above or up to the required finished floor elevation, which is stated below. BFE Acknowledged and agreed to this 2 Cp day of GL 57- , 20 f 7 . Owner/Contractor Signature TI-FtV-t S iit /4 LtKS. 44 A125'14-1,4 1 wt 64 k2 K S Owner/Contractor Printed Name CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: LC,r—._z a 6 Owner's Name: / Oi l 7 /9/6t /time,S Address: / 37 CA-040/e 1 0 Viof A/max✓G1 3i3-7C Contractor's Name: „(/4-("t-( F This letter is to confirm the understanding of the owner/ contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner/ contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Owner's Si. .� r Date S . 1/ 5' /24*2 lf�f 1414 keg. S Owner's Printed Name Contractor's Signature Date Contractor's Printed Name Witness's Signature Date Witness's Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: LO/ 6 6 Owner's Name: /37 6.4- /SR t 6,g V/2-- X 7/4/6-' 64 -7/2j Address: 7 v l is . . fl f9/e_Sf-Yi4 /Ilk.K_.—C. c Contractor's Name: ,-' 1 wiz:- NOTE: Any alteration to City owned streets, curbs, sidewalks,waterlines, sewer lines,drainage pipes, catch basins,or other elements of the City's infrastructure, requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Description of alteration: A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accord.n : with se provisions. V <____ , 026 /C6 o 7 Owner's Signature 4 t ; • - __?____,..__._________Date V 5 /(2- / 11- S fi9 1APSIP4 .1-- tl?F9<K Owner's Printed Name Contractor's Signature Date Contractor's Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer Date Drainage Date MapIT %•F1 I4 a Color Photo—"INIIIIIIIE, 2 m 18 `r., f'fvt„ _ X � Map Tmd lir"V..&_ t t g r� _ 1 #, `'tea. ❑ PsaroeAs n a8z: s `r_ 3 4- - " .Q �'' D Surrounding Counties z 3 x r ti � F & n 6FT J N s V GT V f,_ ^A r '3 - tr iu 1 1y It1- a� l o ' •) t .- ....„tt ' ( AI '....)Fe • .3,r,,, .......6 , ,,,, , , _ c .4:061.-/r •sci. As. _ roc) ....,„,_-_________ i .01i 4- . '8 r • 12• ,.. ° _ �. j Att �. ."". * " t .a,ray 1, " r 79 �7 `�S 1 4 72 - P --worr y 7s (21� 31 t'. '„s' 1 d "'i,i. •'440. _( No (4p�. 15- • li^ s `-- y} --- i (421 _ 1-.4. r.,_ -,. 0 , , 57ft Created by Maplt on 10/10/2007 8:59:15 AM using ArcIMS 4.0.1.©Copyright 2002-2003 BinaryBus, Ltd Parcel ID: 4-0008-08-004A Owner Name: LOUPASIS DEBORAH A Property Address: 2ND AV 001510 Neighborhood Code: 02027500 Zoning Code: R-2 Flood Zone: TYB Zip Code: 31328 4 Commissioner Code: Patrick K.Farrell Aldermanic Code: Unincorporated Chatham County Legal Description: LT 36 WD 4 TYBEE Phone:355-6699 Calculated Acreage: 0.23 Land Value: $562,500.00 Building Value: $60,500.00 Real-estate Value: $623,000.00 Sale Price: $0.00 Sale Date: 30/11/2004 1 5- o 1 2. e v_, i/ Ake , "a/15____ __ , 0 ....„ // Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheck So$ware Version 3.6 Release 2 Data filename: C:\Program Files\Check\REScheck\cleon.rck PROJECT TITLE: Rowe Construction Co. CITY: Savannah STATE: Georgia HDD: 1847 CONSTRUCTION TYPE: Single Family WINDOW /WALL RATIO: 0.15 DATE: 08/16/07 DATE OF PLANS: August, 2007 PROJECT DESCRIPTION: 2 Story Residence over Garage DESIGNER/CONTRACTOR: Rowe Construction Co. COMPLIANCE: Passes Maximum UA= 802 Your Home UA= 534 33.4%Better Than Code(UA) Maximum SHGC = 0.40 Your SHGC = 0.40 Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1163 0.0 30.0 36 Ceiling 2: Flat Ceiling or Scissor Truss 996 0.0 30.0 31 Wall 1: Wood Frame, 16" o.c. 1440 19.0 0.0 86 Wall 2: Wood Frame, 16" o.c. 1332 19.0 0.0 56 Window 1: Vinyl Frame:Double Pane with Low-E 65 0.550 36 SHGC: 0.40 Window 2: Vinyl Frame:Double Pane with Low-E 117 0.550 64 SHGC: 0.40 Door 1: Glass 94 0.550 52 SHGC: 0.40 Door 2: Glass 126 0.550 69 SHGC: 0.40 Floor 1: All-Wood Joist/T MSS:Over Unconditioned Space 2210 19.0 0.0 104 Heat Pump 1: Air Source, 6.8 HSPF, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in RE Version 3.6 Release 2 (frrrrerly MECcheck) and to comply with the mandatory requirements listed in "'a. ~;,.ection Checklist. Builder/Designer / o Date C::1'fUc(O1 ECT 0 • 3868 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 - RECEIVED davisenginc@bellsouth.net INVOICE October 11, 2007 Invoice#20707401 Brannyn G.Allen Director of Planning,Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: 4-0008-08-004A 1510 Lovell Avenue Lot 36-B for Marsha Marks 08-21-07 0.5 hours Plan Review 09-04-07 0.5 hours Final Plan Review and Concurrence 1.0 hours @$150/hour=$150 Total Due This Invoice 1 220 D .2.40-0ff re,:# 0 rari^�^ o a e, 0PProv ca a.tit 4-o 01. OtfS3 HYDROLOGY REPORT 4 FOR Lot Number 36-B Lovell Avenue Tybee Island, Georgia FOR Marsha Marks 137 Cambridge Drive Rincon, Georgia 31326 August, 2007 G ' , , No.28 72 PROFESSIONAL 04 It B—2-o? 11 ,% trek�NGINE - �� Ar BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-897 6932 L A HB O S @B E'1,I.S O U TH.NE T HYDROLOGY REPORT For Lot Number 36-B Lovell Avenue Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The existing site is natural and the ground is generally flat with slopes between 0 percent and 2 percent with few trees. The proposed project is to be cleared of trees and stumps required for construction of a new residential structure. The total site is 0.11cres with the new structure being approximately 1,90 sf(envelope). The soils in this area have been classified by the Chatham County Soil Survey Map as being Cuc (Chipley-Urban Land Complex). The soils on this site have not been field verified. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre-development and post-development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POST-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE-DEVELOPMENT SLOPE= 2 % POST DEVELOPMENT SLOPE = 2 % TIME OF CONCENTRATION PRE-DEVELOPMENT = 1 O MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 1 O MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the new structure. The resulting increased runoff, which is encountered due to new impervious area is displayed below: RUN-OFF RATE(25 YEAR STORM) PRE-DEVELOPMENT RUN-OFF = 0. 1 9Fs POST-DEVELOPMENT RUN-OFF = 0.37Fs TOTAL INCREASE IN RUN-OFF = 0. 18 CFS Storm water will be directed by existing conditions but will also be routed by gutters and downspouts if necessary and swales. MARSHA MARKS--LOT 36-B--LOVELL AVE-CW CALCULATIONS CW PRE-DEVELOPED FACTOR IMPERVIOUS AREA -= 0.002 AC. PERVIOUS AREA = 0. 108 AC TOTAL = O.1 1 AC (0.002 x 0.95) + (0. 108 x .25) / 0. 11 = 0.26 CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.04 AC. PERVIOUS AREA = 0.07 AC TOTAL = O. 1 1 AC ( 0.04 x 0.95) + (0.07 x .25) / 0. 11 = 0.51 1 2 • Legend Runoff O Combined Channel Reach Diversion Pond Route Project: MM-HYDRO.GPW IDF: SAVANNAH.IDF 2 hyd's 08-02-2007 {ydro ra■ h Summary p Pagel Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) {cult) (yrs) (ft) (cult) 1 Rational 0.19 1 10 113 25 --- ----- MARKS-LOVELL-25-YR 2 Rational 0.37 1 10 222 25 ---- ----- MARKS-LOVELL-25-YR Proj. file: MM-HYDRO.GPW IDF file: SAVANNAH.IDF Run date: 08-02-2007 Hydrograph Plot English Hyd. No. 1 MARKS-LOVELL-25-YR-PRE Hydrograph type = Rational Peak discharge = 0.19 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.26 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume-=113 cult 1 - Rational - 25 Yr - Qp = 0.19 cfs 0.20 1 0.15 cn ub- a 0.10 0.05 AilliNt# 0.00 0 5 10 15 20 25 Time (mm) Hyd. 1 Hydrograph Plot Metric Hyd. No. 2 MARKS-LOVELL-25-YR-POST Hydrograph type = Rational Peak discharge = 0.01 ems Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.0 hectare Runoff coeff. = 0.51 Intensity = 16.75 cm Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=6.7 cult 2 - Rational - 25 Yr - Qp = 0.01 cms 0.015 co 0.010 E a 0.005 - 0.000 0 5 10 15 20 25 Time (min) L, Hyd. 2 Worksheet for Triangular Channel- 1 Project Description Flow Element: Triangular Channel Friction Method: Manning Formula Solve For: Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 0.00010 ft/ft Left Side Slope: 5.00 ft/ft(H:V) Right Side Slope: 5.00 ft/ft(H:V) Discharge: 0.19 ft3/s Results Normal Depth: 0.43 ft Flow Area: 0.91 ft2 Wetted Perimeter: 4.35 ft Top Width: 4.26 ft Critical Depth: 0.16 ft Critical Slope: 0.02193 ft/ft Velocity: 0.21 ft/s Velocity Head: 0.00 ft Specific Energy: 0.43 ft Froude Number: 0.08 Flow Type: Subcritical GVF Input Data Downstream Depth: 0.00 ft Length: 0.00 ft Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 ft Profile Description: N/A Profile Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 fUs Normal Depth: 0.43 ft Critical Depth: 0.16 ft Channel Slope: 0.00010 ft/ft Critical Slope: 0.02193 ft/ft Worksheet for Trapezoidal Channel - 1 Project Description Flow Element: Trapezoidal Channel Friction Method: Manning Formula Solve For: Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 0.00010 ft/ft Left Side Slope: 4.00 ft/ft(H:V) Right Side Slope: 4.00 ft/ft(H:V) Bottom Width: 2.00 ft Discharge: 0.19 ft3/s Results Normal Depth: 0.29 ft Flow Area: 0.91 ft2 Wetted Perimeter: 4.38 ft Top Width: 4.31 ft Critical Depth: 0.06 ft Critical Slope: 0.02395 ft/ft Velocity: 0.21 ft/s Velocity Head: 0.00 ft Specific Energy: 0.29 ft Froude Number: 0.08 Flow Type: Subcritical GVF Input Data Downstream Depth: 0.00 ft Length: 0.00 ft Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 ft Profile Description: N/A Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 ft/s Normal Depth: 0.29 ft Critical Depth: 0.06 ft Channel Slope: 0.00010 ft/ft RECEIVED JiJErJFi Thermal Ratings of Steel Door Products w1 N t7oWR & DOORS The perfbmrancn mf rmahon listed is for new products and is Wended to he used for ref u:e only and is not complete.Depending on the components,acecssories,and options chosen,the actual rating could vary.Confuse ratings for specific products with your supplier or JELD-WEN sales representative. Steel Doors DOOR EDGE 114 LITE 1/2 LITE 3/4 LITE FULL LITE TYPE GLASS UNIT THICKNESS. GLAZING (Wood or Steel) a-factor SHGC u-factor SHOD u•faetor SHGC as-factor SHGC Clear IG 0.22 0.04 0.32 0.20 0.37 0.28 0.41 0.34 Low-E IG 0.21 0.03 0.30 0.17 0.34 0.24 0.37 0.29 Inswing and Outswtng Wood Edge 1/2"Glass Unit Clear IG w/Grids 0.22 .0.04 0.32 0.18 0.37 0.25 0.41 0.31 Low-E IG w/Grids 0.21 0.03 0.30 .0.15 0.34 0.22 0.37 0.26 Flush/Embossed U-factor=0:10'SHGC=0,01 Clear IG 0.21 0.04 0,30 0.20 0.35 0.28 0.39 0.34 LOW-EIG 021 003 0.28 0,17 031 023 0,34 028 Inswing and Outsviin Wood Edge 1"Glass Unit Clear IG w/Gride/Deco 0,21 004 0.30 0.18 0.35 025 039 031 Low-E IGw/Grids 0.21 0.03 0.28 0.15 0 31 0.21 0.34 0.28 Clear lGw/Blinds n/a ma - 0.30 0.20 ma n/a , 0.38 0.34 Clear 10 0.22 0.03 0.31 0.17 0.36 0.24 0.39 0.29 Insvnng and Oulswing Woad Edge Impact 1"Glass Unit Low-E IG 0.22 0.03 0.28 0.15 0.32 0.21 0,34 0.26 Impact ClearlGw/Grids 0.22 0.03 0.31 0.15 0.36 0.22 0.39 0,26 Low-E IGw/Gods 0.22 0.03 0.28 0.14 0.32 0.20 0.34 024 Clear IG 0,26 0:04 0,36 0,20 0,41 028 0,45 034 Low-E IG 0.25 0,04 0,34 0.17 0.38 0.24 0.41 0.29 Inswing and Outawing Steel Edge 1/2"Glass Unit Clear IG w/Grids 0.26 0,04 036 0,18 0,41 0.25 0.45 0.31 Low-E IG vA Grids 0.25 0.03 0.34 0.15 .0.38 0.22 0,41 0.26 FIOS4/Embossed Ufaolor=0,23 SHGC=0.01 _.... Clear IG 026 0.04 0.34 0.20 0.39 0.28 0.42 0.34 Low-E IG 0 25 0.04 0.32 0.17 0.35 0.23 0.38 0.29 Inswing and(Mewing Steel Edge 1"Glass Unit Clear IG w/Grids/Dew 0.26 0.04 0.34 0.18 0.39 0.25 0.42 0.31 Low-E IGw/Grids 025 0.03 0.32 0.15 0.35 022 0.38 0.26 Clear IG w/Binds n/a n/a 0.34 0.20 n/a n/a 0.42 0.34 Clear IG 0,22 0.03 0.29 012 0.36 0.21 0,41 028 Sidelght Wood Edge 112"Glass Unit Low-E IG 031 0.02 0.28 0.10 0.33 0.18 0.38 0,24 Gear lGw/Gnde 0.22 0.02 029 0.11 0,36 0,20 041 0,27 _.. Low-SIG W/Gdde 021 0.02 038 0;08 0.02 0.1? 0,36 033 Clear IG 0.22 0.03 0.28 0.12 0.34 0.21 0.39 0.28 Sidelight Wood Edge 1"Glass Unit Low-E IG 0.21 0.02 0.27 0.10 0,32 0.18 0.35 0.24 Clear IG w/Grids/Deco 022 0.02 0.26 0.11 0.34 0.20 0.39 0.27 Low-E IG w/Grids 0.21 0.02 0,27 0.09 0.32 017 0.35 0.23 i Rev.11/13/07 RELIABILITY for real life' VI • RESOURCES Hurricane Code Information ►pint page Product Description Product Size Configuration Swing Glazing Frame DP Rating Impact Location Certificate(NOA) FLA# r Type Representation up to&including up to&including Type Resistant Steel,Wood Edge in Wood Frame Includes all flush&embossed designs&emb sidelites w/lites Bloo 8-4 x 6-8 OXXO In swing SG/IG wood +70-70 Yes FL-Miami-Dade County 02-1211.19 08/1 Steel,Wood Edge in Wood Frame Includes all flush&embossed designs ❑DIIDD 6-0 x 8-0 XX Out swing ood +48-51 Yes FL-Miami-Dade County 02-1022.14 12/0 9 9 OD DO 9 Steel,Wood Edge in Wood Frame Includes all embossed designs w/lite inserts urn 6-0 x 8-0 XX In swing SG/IG wood +50-50 No FL-Miami-Dade County 04-1022.04 06/3 Steel,Wood Edge in Wood Frame Includes all embossed designs w/lite inserts&emb sidelites w/lites ® 8-4 x 6-8 OXXO Out swing IG wood +50-46 No FL-Miami-Dade County 02-1211.10 539.29 07/1 Steel,Wood Edge in Wood Frame Includes all embossed designs w/ODL lite inserts ill 6-0 x 8-0 XX Out swing LAM wood +40-55 Yes FL-Miami-Dade County-TDI 05-1215.03 5969.6 05/2 Steel,Wood Edge in Wood Frame Includes all embossed designs w/ODL lite inserts I®II®I 6-0 x 6-8 XX Out swing LAM wood +60-60 Yes FL-Miami-Dade County-TDI 02-1215.01 5969.4 05/2 Steel,Wood Edge in Wood Frame Includes all embossed designs w/ODL lite inserts j j 6-0 x 6-8 XX In swing LAM wood +60-60 Yes FL-Miami-Dade County-TDI 02-1215.04 5969.3 05/2 Steel,Wood Edge in Wood Frame Includes all embossed designs w/ODL lite inserts 11101 6-0 x 8-0 XX In swing LAM wood +50-50 Yes FL-Miami-Dade County-TDI 05-1215.02 5969.5 05/2 Steel,Wood Edge in Wood Frame Includes all embossed designs w/Cardinal lite inserts 1 6-0 x 6-8 XX In swing LAM wood +45-45 Yes FL-General NI006825 7823.10 10/3 Steel,Wood Edge in Wood Frame Includes all embossed designs w/Cardinal lite inserts 1 7, 6-0 x 8-0 XX In swing LAM wood +45-45 Yes FL-General N1006825 7823.8 10/3 Steel,Wood Edge in Wood Frame Includes all embossed designs w/Cardinal lite inserts I- 6-0 x 6-8 XX Out swing LAM wood +45-45 Yes FL-General N1006825 7823.11 10/3 - Steel,Wood Edge in Wood Frame Includes all embossed designs w/Cardinal lite inserts 6-0 x 8-0 XX Out swing LAM wood +45-45 Yes FL-General N1006825 7823.9 10/3 Steel,Wood Edge in Wood Frame Includes all embossed designs w/Cardinal lite inserts 1111 6-0 x 6-8 XX In swing LAM wood +45-45 No FL-General N1006825 7823.6 10/3 Steel,Wood Edge in Wood Frame Includes all embossed designs w/Cardinal lite inserts 11 6-0 x 8-0 XX In swing LAM wood +45-45 No FL-General N1006825 7823.4 10/3 Steel,Wood Edge in Wood Frame Includes all embossed designs w/Cardinal lite inserts ';I" 6-0 x 6-8 XX Out swing LAM wood +45-45 No FL-General N1006825 7823.7 10/3 Steel,Wood Edge in Wood Frame Includes all embossed designs wlCardinal lite inserts 117' 6-0 x 8-0 XX Out swing LAM wood +45-45 No FL-General N1006825 7823.5 10/3 Steel,Wood Edge in Wood Frame Includes all flush&embossed designs&emb sidelites w/lites 0100100 8-4 x 6-8 OXXO Out swing IG woci +53-57 Yes FL-Miami-Dade County 02-1211.12 539.34 04/1 Steel,Wood Edge in Wood Frame Includes all flush&embossed designs&emb sidelites w/lites Bloo�0 ooI 8-4 x 8-0 OXXO Out swing SG/IG wood +47-43 Yes FL-Miami-Dade County 07-0709.07 539.27 08/0 Ol7 Steel,Wood Edge in Wood Frame Includes all embossed designs w/lite inserts&emb sidelites w/lites M 111[1 8-4 x 8-0 0)0(0 Out swing SG/IG woci +47-47 No FL-Miami-Dade County 07-0709.00 539.28 07/1 Steel,Wood Edge in Wood Frame Includes all embossed designs w/lite inserts&emb sidelites w/lites E-7,17[1 8-4 x 6-8 OXXO Out swing SG/IG wood +50-50 No FL-Miami-Dade County 07-0731.01 539.37 08/1 ' Steel,Wood Edge in Wood Frame Includes all embossed designs w/lite inserts&emb sidelites w/lites -j j 12-0 x 6-8 OXXO Out swing SG/IG wood +65-65 No FL-Miami-Dade County 07-0801.04 539.35 08/2 http://www.jeld-wen.tom/resources/coastal/results.efin?Fconfiguration=&Flotation=&Fproduct=5&Fsize=&FDescription=&Fswingtype= 2/18/2008 ---.. rage LvLa Steel,Wood Edge in Wood Frame Includes all flush&embossed designs&emb sidelites w/lites 0100 M{1 8-4 x 6-8 OXXO Out swing SG/IG wood +57-57 Yes FL-Miami-Dade County 07-0731.04 53926 08/1 Steel,Wood Edge in Wood Frame Includes all embossed designs w/lite inserts&emb sidelites w/lites ?f L 5-4 x 6-8 OXO In swing SG/IG wood +65-65 No FL-Miami-Dade County 07-0731.03 539.36 08/1 Steel,Wood Edge in Wood Frame Includes all flush&embossed designs&emb sidelites w/lites ? 5-4 x 8-0 OXO In swing SG/IG wood +47-43 Yes FL-Miami-Dade County 07-0709.04 539.30 08/0 Steel,Wood Edge in Wood Frame Includes all flush&embossed designs �� 3-0 x 8-0 X Out swing wood +50-53 Yes FL-Miami-Dade County 07-0731.02 539.33 08/0 Steel,Wood Edge in Wood Frame Includes all flush&embossed designs&emb sidelites w/lites BI00 If 12-0 x 6-8 0)0(0 Out swing SG/IG wood +50-50 Yes FL-Miami-Dade County 07-0810.09 539.32 08/2 00 http://www.j eld-wen.com/resources/coastal/results.cfin?Fconfiguration=&Flocation=&Fproduct=5&Fsize=&FDescription=&Fswingtype= 2/18/2008 Updated on: b/21/2007 Note: A5 FM test standards utilized for Florida and Texas TAS test standards utilized for Dade County Premium Fiberglass NOA NOA Status Expiration NOA Model Swing Size Type Config. Glazing Notes Rating Impact Rpt. # Dwg # TDI# FBC Reg 02/09/06 02/09/11 05-0114.01 IS 3-0x6-8 Opaque X NA +65-65 N 4564.1 ATI-63493.02(ASTM) 04/19/07 04/19/12 06-0613.11 OS 8-4 x 6-8 Op w/SL OXXO IG ±60 N ATI-63493.01 (Dade) JW062006 DR-240 6593.7 ATI-63493.02(ASTM) 04/19/07 04/19/12 06-0613.11 OS 3-0 x 6-8 Op X NA ±65 N ATI-63493.01 (Dade) JW062006 DR-240 6593.8 ATI-63493.02(ASTM) 04/19/07 04/19/12 06-0613.12 IS 8-4 x 6-8 Op w/SL OXXO IG ±60 N ATI-63493.01 (Dade) JW052006 DR-240 6593.5 ATI-63493.02(ASTM) 04/19/07 04/19/12 06-0613.12 IS 3-0 x 6-8 Op X NA ±65 N ATI-63493.01 (Dade) JW052006 DR-240 6593.6 ATI-63496.02(ASTM) 04/19/07 04/19/12 06-0613.13 OS 8-4 x 8-0 Op w/SL OXXO IG w/bolts 160 N ATI-63496.01 (TAS) JW082006 DR-240 6593.3 ATI-63496.02(ASTM) 04/19/07 04/19/12 06-0613.13 OS 3-0 x 8-0 Op X NA ±65 N ATI-63496.01 (TAS) JW082006 DR-240 6593.4 ATI-63496.02(ASTM) 04/19/07 04/19/12 06-0613.10 IS 8-4 x 8-0 Op w/SL OXXO IG w/bolts ±60 N ATI-63496.01 (TAS) JW072006 DR-240 6593.1 ATI-63496.02(ASTM) 04/19/07 04/19/12 06-0613.10 IS 3-0 x 8-0 Op X NA ±65 N ATI-63496.01 (TAS) JW072006 DR-240 6593.2 w/o bolts ±40 ATI-63492.02(ASTM) 06/07/07 06/07/12 06-1130.08 OS 8-4 x 6-8 GI w/SL OXXO IG w/bolts ±55 N ATI-63492.01 (TAS) JW022006 DR-240 6856.10 ATI-63492.02(ASTM) 06/07/07 06/07/12 06-1130.08 OS 3-0 x 6-8 LLGI X IG 160 N ATI-63492.01 (TAS) JW022006 DR-240 6856.9 w/o bolts ±40 ATI-63492.02(ASTM) 06/07/07 06/07/12 06-1130.07 IS 8-4 x 6-8 LLGI w/SL 0X0(0 IG w/bolts ±55 N ATI-63492.01 (TAS) JW012006 DR-240 6856.7 ATI-63492.02(ASTM) 06/07/07 06/07/12 06-1130.07 IS 3-0 x 6-8 LLGI X IG 165 N ATI-63492.01 (TAS) JW012006 DR-240 6856.8 w/o bolts 135 ATI-63494.02(ASTM) 06/07/07 06/07/12 06-1130-06 OS 8-4 x 8-0 LLGI w/SL OXXO IG w/bolts ±52 N ATI-63494.01 (TAS) JW042006 DR-240 6856.5 ATI-63494.02(ASTM) 06/07/07 06/07/12 06-1130.06 OS 3-0 x 8-0 LLGI X IG ±55 N ATI-63494.01 (TAS) JW042006 DR-240 6856.6 w/o bolts 135 ATI-63494.02(ASTM) 05/10/97 05/09/12 06-1130.05 IS 8-4 x 8-0 LLGI w/SL OXXO IG w/bolts ±52 N ATI-63494.01 (TAS) JW032006 DR-240 6856.3 ATI-63494.02(ASTM) 05/10/07 05/09/12 06-1130.05 IS 3-0 x 8-0 LLGI X IG 155 N ATI-63494.01 (TAS) JW032006 DR-240 6856.4 ATI-63495.02(ASTM) 9/6/2007 09/06/12 06-1212.01 OS 12-0 x 8-0 LLGI OXXO IG w/bolts ±51 N ATI-63495.01 (TAS) JW092006 DR-240 6856.2 Non-Impact Ap to Send 12/5 Tested Side-lites OS 8-4 x 8-0 Op w/SL 0)0(0 Imp w/bolts 160 Y ATI-65297.02(ASTM) DR-252 7823.3 Non-Impact Pending 06-1215.02 Side-lites OS 8-4 x 8-0 LLGI w/SL 0)0(0 Imp w/bolts 160 Y ATI-65888.02(ASTM) DR-252 7823.2 06-0119.05 Skin NA w/o bolts ±45 IS 8-4 x 8-0 Flush GL w/SL 0)0(0 IG w/bolts 155 N NCTL-210-3319-1 (ASTM) JW152006 DR-233 7314.2 w/o bolts ±45 OS 8-4 x 8-0 Flush GL w/SL OXXO IG w/bolts 155 N NCTL-210-3319-1 (ASTM) JW162006 DR-233 7314.3 w/o bolts 145 IS 8-4x6-8 Flush GL w/SL 0)0(0 IG w/bolts 155 N NCTL-210-3319-1 (ASTM) JW152006 DR-233 7314.4 w/o bolts 145 OS 8 4 x 6 8 Flush GL w/SL 0)0(0 IG w/bolts ±55 N NCTL 210 3319 1 (ASTM) JW162006 DR 233 7314.5 w/o bolts 145 IS 8 4 x 8 0 Flush GL w/SL OXXO Imp w/bolts ±55 Y NCTL-210 3318 1 (ASTM) JW172006 DR 256 7582.1 w/o bolts ±45 OS 8-4 x 8-0 Flush GL w/SL OXXO Imp w/bolts ±55 Y NCTL-210-3318-1 (ASTM) JW182006 DR-256 7582.2 3 , C7 _ o�-S3 5-04 Lovell Ave on arsia. AA CIJ-L S +4r 4° rb > e--A +$� +-w, �,9 eP` • v� ►-: TB .,,,tit 9.5 +0 4Ar + N 19°20'06"E +ga 59.75' +ce": 4` A. / 9 .1,se 10' 139L / IiiOAPD BLD TO T STORMWATR /t ♦-LAVING 8ITE .� • "W� � � ���° � �,r .�;'' � t�s,�l h `'eY { �``5,} Yx '.' �.y 9 K ` '�',' ••5:•. Div z3=�'_ r"jsre o'� V 4 ua, rlai t s"455 �F.b JY. 5 /r� t ,, T i��' 1'-i77 '... /\ �. 10' P x r �r' ,, yf '•" r ',- .sat el RAISED BERM OR .►�` F ' ' " ' y �y T � LANDSCAPED BED 4 + Z r r .� z 1 ' ' sh tij / CO PREVENT STORMW. / - ° , � . � ra' / PROM LEAVING 8i' �'� .t kw'fi,�p' , ate,; ,; r ��f ? jam`. ' 'v ,y,a '- / g 3 41 / t �r� id'��� #rte e 4, '° `n 5 a" ,v- let: r 2 r ,�t2r , . ' ,2 0'0E ti ;I t . . 2 � ut I / ilty' t=e 9 '1,--.--, ^ ' ''.-4.--1,1 .7,-' '/ ','N'iri v --I'W.0,_14`;--4,14, /, At h >— x i t ,i �. / T. ./, , ) 'r k.-, dCUx/ A, r } r ' p Y r y A�f �v ::a r 7 Sti , .;X- 0 1'k A � u 4.43'v - ri v O y�� a. ,} a 011 �' AiiP - .,,i4 ly 1 '•a . 3-". - �C' "4 m re ' ,. '4"': n s TB it a t , ar1f t,. TB 9,5 L � (typ•).40 e/ ` ti f,�/ v c u .4 r. Fa � Sti hr lf K ia �` t ,14 G k=V Ai fa4,-,p°1"*";,,,,,,10.„-'.'s ,,Vt.t..,`, -.,,h3 .. ?"'""k 9.0 �4" ` -0. Ti � Gnaw. INC:MACHIN mum 1�çl0P/?—\\ ; �', ,t t.f,„ ✓'� tr ;qy �'44,0 p., l's:- ' �ti Z 1 s • T / �Ili fir ,f'� r 5 , F ' 2.2' 9t .r t r� yam.c,t� .. Of rr� ��zh ,J t� i t a*♦ 0 i :4_41?'�'`-�ii`"',' 4y` r`' `�F}}� .,�t i y,3-,,,:,:,: +� GuY �� T iM46 -`t s , F» �'� S 19': 0 w;i h� h! x t 9 +0. 4x ..i•K W ri��' ps i 4 4i L �.yy T t_ 14�yr �'b( t`r fitO pp�� 1;v 'i 4. iN,:564.73Y 1 ' , �Wf, r,r�>,yd 4,e',',%• z j�4:4:rr''f9 i.tr'. ` S.^ 4F v far: Y � 4 u. "U'f i .; %'`.::� +``VV +R g LO .,� II 1 II .. "` � *4 ,A, ' y, ri is r c -z `4; eg5.�t, r DNS k OP p 4g 110— (2 1 —+---APPRok is 1 —,4e-- rzTir--0( NM \f% —1)-1-- . p-: < rn CP • • t1,,E1V0 ;07'( iit:00';' APPROVED BY THE TYB • LAND P , ING COMMISSION . /'/. , . l-- cic,-;-.— 777,27/0 7' ZONING ADMINISTRATOR DATE +N�I , ! A S of : :. Sup {'.•). ��. j . ':t G.& 14TH. STREET APPROVED BY THE TYBEE ISLAND MAYOR AND COUNCIL 2 _ ;ej-ei- -- -7/2.:77 /e.>-7 DATE w w w w ' ; UCCre1 / 97/C1 SECOND AVENUE 60' R/W z c W Q CLERK OF COUNCIL DATE <4 Z ¢ w w U a a w N 18°59'25"E 59.98' N 19°20'06"E 60.00' S 19°20'06"W 60.05' 5/8" RBF ,-' 0 5/8" RBF _._.. 5/8" RBS _ _ 15TH. STREET 1" SQ. IRON X5/8" RBF ALL STREETS, RIGHTS OF WAY, EASEMENTS AND ANY SITES FOR LOT 36-A SITE PUBLIC USE 'S NOTED ON THIS PLAT ARE HEREBY DEDICATED FOR Z' AREA = 4500 SF •E ,SE I) ENDED. 1 fA Cep -7[2,6 6 W. PT. LOT 35 1-' i-0-; H! W. PT. LOT 37 TYBRISA STREET u NER DATE .P x Olt, ' .de i`j..4 ''.e)(-1)/4-5(.5 i -� � 1 STORY BRICK HOUSE (3) .fix .--.2 i C.�x VICINITY MAP (NOT TO SCALE) PATIO CA 0) --+ t� ' co �2 ° , O . b0 63 CA L N 19°20'06"E 9.75 s. •:. Q METAL . Z BLDG x • x � x , 'jA— °a'' k 61 x ' I 'Pb X !!yy Q X a l..., X I xI LOT 3 E. PT: LOT 37 14f x CO E. PT. LOT 35 CS AREA = 4930,SF I a I a X /I x z li x x x a x a a ' 1.7' \ ' GARAGE ENCROACHES a x X � a CMF — CMF x x x x � 2.2' — — 5/8" RBF0 5/8" RBF.09 05/8 RBF — p — 0 S 19°01'10"W 60.12' S 18°59'05"W 59.92' S 19°30'00"W :1.00' S 19°30'00"W 60.39' S 19°10'26"W 60.05' x P • 180' TO TYBRISA STREET ■ ■ LOVELL AVENUE 60' R/W 3 9- 5 . . ACCORDING TO THE F.I.R.M. DATED 6/17/86 THIS SITE IS WITHIN FLOOD ZONE A8, BFE 13. I EQUIPMENT: 5 TOPCON AP—L1A J� J� ERROR OF CLOSURE: SUBDIVISION N c,sORGjA LINEAR: 1/- c,ZSTE ANG: —"/ANGLE L. WHITLEY REYNOLDS * �`� Rid BALANCED BY: — LOT 36, WARD NO. 4 TYBEE ISLAND, PLAT: 1/225,000 LAND SURVEYOR NO. 224: („y 0 20 636 STEPHENSON AVENUE . 1` I I 1 20 0 20 40 60 CHATHAM COUNTY, GEORGIA SUITE C 01 ''1'4 / SCALE: 1" = 20' I SAVANNAH, GEORGIA 31405 \ ' ► ` - ■ 1,, }0 DATE : JUNE 20, 2007 SURVEY TELEPHONE: 912-352-0464 # v1DLE $ t DATE: JUNE 22, 2007 PLAT GRAPHIC SCALE - FEET FOR: MARSHA MARKS FAX 912-352-7787 1 _ . ENO. 07—a 1