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11-0013 Moody
City of ', , Jee Island • Community Develop- ._.ent Dept. Inspection Report 403 Butler Ave. • P.L. Box 2749 • Tybee Island, GA 31326 Phone 912.786A573 ext. 114 • Fax 9127869539 Permit No. 1) Date Requested /11 Owner's uan'e IVIL D\, Date Needed al l JR Gen. Contractor VA/F- )1411. Subcontractor Contact Infor r ation 1.\/ t r∎) I aloft t sa =111 INTERNATIONAL CODE COUNCIL MEMBER Project Address i(.)1 Scope of Work Inspector f�. Date of Inspection y 7)// Inspection I— - - Pass L Faii [ Fee Inspection F Pass Fail Inspection ±mow • i._.. Pass Inspection ti Fail 8 Pass Fail ee ee CITY OF TYBEE ISLAND BUILDING PERMIT ADDED TO SCOPE & VALUE DATE ISSUED: 08/29/2011 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION RENOVATIONS TO SF 701 BUTLER B LYNN MOODY 329 BONAVENTURE RD SAVANNAH GA 31404 912 - 234 -1329 WEIMAR CONSTRUCTION CO INC PO BOX 3815 SAVANNAH GA 31414 162 P $ 732.00 ADDED TO SCOPE & VALUE ($22,110) $81,960.00 PERMIT #: 110013 4." TOTAL BALANCE DUE: $ 177.00 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) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org B. Lynn Moody 329 BONAVENTURE ROAD — PHONE 234 -1329 B .... SAVANNAH, GEORGIA 31404 CELL (912) 313 -3732 August 11, 2011 To: City of Tybee In re: 701 Butler Avenue Attention: Diane Otto Ms. Otto, Please find attached our updated cost analysis for work done at the above referenced location. When we purchased the house there were several items that came with the house that we re -used in the construction. Listed below are some of those items explained in a little more detail. ➢ Base cabinets in kitchen were re -used. These were in those (6) large boxes that were in garage at the time of purchase. ➢ The counter tops are wood. This wood was in the garage at the time of purchase. ➢ The ceilings on the 2nd. floor are beadboard. This beadboard was stacked in the garage and we decided to use this for the ceilings. ➢ The floor tile for the laundry rooms was also in garage at the time of purchase. ➢ The siding on the floor porch is original along with the porch flooring and the front door which we re -used. We also re -used all the existing columns on the front porch. ➢ The ceiling on the front porch is original and remained untouched except for getting a coat of paint. ➢ The hardwood floors on the 2nd. floor were all re -used. We have refinished them. ➢ Flooring on the rear porch was re -used. Continued Page 2 701 Butler Avenue ➢ All wiring on 2nd. floor was re -used. We did relocate some of the outlet boxes and light cans. ➢ HVAC unit in attic was re -used. If you have any questions I can be reached at the numbers listed above or at my email address Imoody(a�hutsonplumbinq.com. Sincerely, Lynn Moody Copied: E. Michael Moran Law & Moran Attorneys At Law 563 Spring Street NW Atlanta, Georgia 30308 Name of Company Contractor Address ll Name of Property Owner L YtiN I4 0 0 by OWNER RECONSTRUCTION / IMPROVEMENT AFFIDAVIT Telephone q12- 3 1 3- 3 ri 3.1- Location of Property i01 gur(i.t Avg. I hereby attest to the fact that the attached itemized list of the Estimated Cost of Reconstruction and /or Improvements are all of the repairs and /or reconstruction and /or improvements proposed on the subject building for the attached Building Permit Application included with the estimate. Listed below are the date(s) and details of the last occurrence(s) of any repairs and /or reconstruction and /or additions and /or remodeling at this property: 3 A-f 'rio c a I understand that I am subject to enforcement action and /or penalties and /or fines if inspection of the property reveals repairs and /or reconstruction and /or improvements not included on the attached list of the Estimated Cost of Reconstruction and /or Improvements as well as the Building Permit Application as well as the list of the last occurrence(s) of any repairs and /or reconstruction and /or additions and /or remodeling. I understand that any Building Permit issued by the City of Tybee Island pursuant to this Affidavit does not authorize the repair and /or reconstruction and /or improvement and /or maintenance of any illegal additions, fences, sheds, or non - conforming uses or structures on the subject property. Total Labor & Materials $ Overhead & Profit $ Total Cost $ 1) q 60. 60 STATE OF GEORGIA COUNTY OF CHATHAM Before me this day personally appeared who, by his /her signature below, states that the information provided on this Affidavit is correct and that he /she has read, understands, and agrees to comply with all the aforementioned conditions. Owner' 3. ignatur Sworn to and subscr w V d before me this 1 1 '(4 • day of At G LAST-. , 20 ) t . Signature of Notary Public My Commission expires ,8 °Qp1AQY gimirosibu, ChatMm Soots M My G ommi F ires.W 36,20t4 CONTRACTOR RECONSTRUCTION / IMPROVEMENT AFFIDAVIT Name of Company Telephone 61 1 a - 313-37302. Contractor Address Name of Property Owner L-yd,..) %itO D 'b\t Location of Property 4 av�'`+► i� i2 �Q �j Ti I hereby attest to the fact that I, or a member of my staff, inspected the above mentioned property and produced the attached itemized list of the Estimated Cost of Reconstruction and /or Improvements. Further, all of the repairs and /or reconstruction and /or improvements proposed on the subject building for the attached Building Permit Application are included in this estimate. I understand that I am subject to enforcement action and /or penalties and /or fines if inspection of the properly reveals repairs and /or reconstruction and /or improvements not included on the attached list of the Estimated Cost of Reconstruction and /or Improvements as well as the Building Permit Application. I understand that any Building Permit issued by the City of Tybee Island pursuant to this Affidavit does not authorize the repair and /or reconstruction and /or improvement and /or maintenance of any illegal additions, fences, sheds, or non - conforming uses or structures on the subject property. Total Labor & Materials Overhead & Profit Total Cost STATE OF GEORGIA COUNTY OF CHATHAM 80120, 00 Before me this day personally appeared who, by his /her signature below, states that the information provided on this Affidavit is correct and that he /she has read, understands, and agrees to comply with all the aforementioned conditions. Sworn to and subscrjbed before me this I <4 • day of Pit', Gk $1/ , 20 ) . 'WA 1 Signature of Notary Public BE d9tJ: QAN*ADY N4 rk#'vialie. charham 6A My Commission expires Sly Corwrisstarrboires QC• 3�a 4 Moody Beach Cottage 701 Butler Avenue Tybee Island, GA 7/21/2011 Construction Estimate DESCRIPTION ESTIMATE Cost to raise 2 "d. floor structure 2 ft. $ 6,200.00 Cost for concrete $ 2,300.00 Cost to re -frame lst. floor exterior walls $ 1,920.00 Cost to make framing changes to 1s`. floor interior $ 2,170.00 Cost to make framing changes to 2 "d. floor interior $ 1,540.00 (70% of walls re -used) Cost for framing materials $ 3,290.00 Cost to finish electrical $ 4,950.00 Cost to finish plumbing $ 4,830.00 Cost to finish HVAC $ 8,220.00 (60% of existing duct in attic re -used) Cost to insulate $ 2,300.00 Cost to sheetrock $ 5,480.00 Cabinets $ 3,100.00 (Existing base cabinet re -used) Cost to re- stucco 1s. floor exterior walls $ 4,700.00 Cost for garage doors $ 2,200.00 Cost for security system $ 800.00 Cost for LP tank $ 930.00 Cost for windows $ 6,280.00 Cost for new siding on (2) sides and rear only $ 1,820.00 Cost for roof repair $ 1,100.00 Cost for new doors $ 5,210.00 Cost for paint $ 2,430.00 Cost for trim $ 2,300.00 Cost for pavers $ 3,650.00 Cost for flooring $ 3,240.00 (Wood floors existing, used existing tile in (2) laundry rooms) Landscape and irrigation $ 1,000.00 $ 81,960.00 ?t, ItA s 1 SEE ESTIMATED COST OF RECONSTRUCTION / IMPROVEMENT PROPERTY ADDRESS '7 I O 8u(VQF- A Vt Total Square Footage of the Structure 3 ' j 2.01. SF ITEM QUANTITY DEMOLITION & REMOVAL FOUNDATION, REPAIR & ADDITION slab convential pier CARPENTRY MATERIAL (ROUGH) floor ceiling joist wall stud dimensions sf CARPENTRY, LABOR (ROUGH) sf ROOFING sf INSULATION sf EXTERIOR FINISH lap siding sf vinyl sf siding sf stucco sf brick sf other sf DOOR WINDOW SHUTTER ea ea ea LUMBER FINISH base mold If shoe mold If chair rail If other If CARPENTER, LABOR, FINISH paneling/bead board sf HARDWARE (FINISH) HARDWARE (ROUGH) CABINETS (BUILT -IN) base If wall If FLOOR COVERING tile vinyl carpet wood other WALL PREPARATION sheetrock paneling tile other PLUMBING (ROUGH) PLUMBING FIXTURES shower tub toilet vanity ELECTRICAL (SERVICE/WIRING) ELECTRICAL FIXTURES outlets lights other HVAC (UNIT & DUCT WORK INSTALLED) WASHER /DRYER INSTALLATION PAINT interior exterior sy sy sy sy sy sf sf sf ea ea ea ea ea ea ea sf sf COST (LABOR +MATERIALS) OFFICIAL USE OVERHEAD & PROFIT TOTAL $ $ CONTRACTOR PHONE 9 I i' 30' 3 1 3 2. CONTRACTOR ADDRESS CONTRACTOR'S SIGNATURE 0 m p DATE D f ,. a4 d A tAS Dianne Otto From: Dianne Otto Sent: Tuesday, July 19, 2011 2:44 PM To: 'Imoody @hutsonplumbing.com' Subject: 701 Butler Ave. - scope and value of work Attachments: FEMA_3_pg_affidavit.pdf Mr. Moody, The project at 701 Butler Avenue is proceeding rapidly but the permit file (11-0013) has not kept up with the project. I have placed a HOLD today on any further inspections until the documents needed for the file have been received and processed. The estimated cost of construction back in January was $59,850. The value placed on the structure by an independent appraiser is $166,948. It appears that many items have been added to the project that were not included in the scope of work and the $59,850 value such as windows, siding, roof work, interior and exterior doors, finish trim, light fixtures, painting. There may be additional items not included on my list. The third page of the attached file is a list of all the things required to be included when Staff is reviewing a pre -FIRM project. At your earliest convenience please complete the 3 pages for the entire project not just the work that has exceeded the original permit. It appears the project may be to the point that an as -built survey and an elevation certificate can be prepared at this time. Please consult your land surveyor to see if he /she agrees. These items will be required before a Certificate of Occupancy is issued. Please let me know if you have any questions. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 //owe /afet (i Al 0 o(4 II of S C 44-v. rt are de ; t J d / ec tot.: a�- � ocimAr` beca_oSe (tee- (,)a d k..0 Do.) (,� (^ a4- could be de_ CZ ).1E.9414 iEs}i �r yo J cif r 1O e, ,3?co►M ,.( ,,„,.. --t" 4 R ?RI `t6 1,.R4 t a.J S Iircas.P J1 Ci1L V .. • z e dF 4 1 n3 ch6c10. rr v►Z r d 1(0 lO Cio , [• Sri/ear IC I >■Vi°t>W S - irl4-4 tboo rzS 1-Z.o o vpct- _ 4 }---(A 1 ` 1�®dZ I ,Si-4 - -r a r►^- �2s { CZ ).1E.9414 iEs}i �r yo J cif r Permit No. City of I y dee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Owner's Name aca Contractor Contact Information L.y N,)4 7,/ Pr -iect Address Scope of Work Inspector Inspection 1-t'e L Inspection /1/ Inspection Date Requested C"').) 2 ; Date Needed ()/26/4/ Subcontractor - 7 ill kik inesta serzw, 1 VERNATIONAL CODE COUNCIL' MEMBER 7O Date of Inspection I Pass 173ER) k./1 j"---L3 1 , \ - ) C - 1 L) L')Z.... i. 7 j ra. jF6:1 T7F-_-■_:_--,-,-,-Th 0-,,•=//lei--, -,•" 'r•••) 0/5 L. Le_A-1 ‘,..,) -7-t%'‘/11-•=. 700Yrs-17. 1).--1-. 71Z,•=4:"4-5 (Z:0,,-.)44:44 -?..:, oe,S •e... I ,N) 0- 411 ( ( L1 -4r, 1 , 1 •:- _ -1 ) i I Li 1)<:.',_7p--;•-- C. iic.i-tfiZz 1 ,.) e.-:-J L:). .. ,. ,.; -„i_ 1.,,,h_--.1r , 1 ro (7::) lic,.64,17,.., .:;) — ,•-.7 I i 4=7 L , 1 4 k-•:: - 1 ,,k.■-z...r.:.--, Lao, i. ---,--_:,-yl 4-iq.,-.> Ti D —1-- r..7)1•1-I-3" 3 P3 4.A.-1 i... Pia e.C.--'" r L.07':› ''--'sl, 1 '[.:i.'(;-' T! _.,,c-f Pass El Fail Fail El Fee 0 10 147/— Fee Inspection ) P-zz/17-A pc)w VV1 AS4 16-•&e" 44 Afsb. ACE-. " 1--•L L• • - p.11. Pass El Fail I1 Fee 0/1-3r1-- ;-•-• 1- Pass ci pir-ok.:+ 6171 .<-7 TE-7-4 Fail 112 "Fee W1111 I. 111 4 1, 111 'Ill 141 IV 1 ! III immouilli1111 TX Result Report P 1 07/12/2011 11:47 Serial No. CM35228060004 TC: 263980 Destination Start Time Time Prints Result Note Georgia Power 07 -12 11:46 00 :00:44 001/001 OK Note MIX: Mixed TOrigfinal_TX11CALL :CManual1TX. Original Size gFWD:FFoorward, PC�:aPC -Fax. RLY: Double-Sided MBX: ConfiidentDirection. i, : Bulletin. C1SIP: SIPnFax.FIPADR :FIP Address:Fax,TX. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M -Full :Memory Full, LOVR :Receiving length Over, POVER:Receiving page Over, FIL :File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. FOR RELEASES .i Bo rg : es. 'Pe u+i FOR ELECTRIC SERVICE FROM TYBEE ISLAND _ FAX TO: Lynn Brennan 9,-11:=1304z1.3.5.37 Phone 912 ooS' �Jv.40 - 3 - a 62S Location Address: 77/ Type of Release: Temporary Electrician: Lot It Release Date: L/ Permanent Subd Name: Owner /Builder: Electrician Phone Number: Phone Number: 3l3 -3'737 Location Address: Type of Release: Temporary Electrician: Lot It Release Date: Permanent Subd Name: Owner/Ruilder: Electrician Phone Number: Phone Number: Location Address: Type of Release: Temporary Electrician: Lot # Release Date: Permanent Subd Name: Owner/Builder: Electrician Phone Number: Phone Number: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO: Lynn Brennan 9 -x-37 Phone 912 eorg :61, 'PO 441e r 3 0 (0 - 21®yb 306-28oS" / / -czii3 ea.+►,,, 3o$- 2 tots Location Address: Tg/ A17//g1Z- Type of Release: Temporary ✓ Permanent Electrician: ei/e4-k Owner/Builder: LyA.),t) j/f/boAl Lot # Release Date: Subd Name: =-=- - - - - -- Electrician Phone Number: Phone Number: 3/3 -537_. Location Address: Type of Release: Temporary Electrician: Lot # Release Date: Permanent Subd Name: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Type of Release: Temporary Electrician: Owner/Builder: Lot # Release Date: Permanent Subd Name: Electrician Phone Number: Phone Number: City of Ty.,ee Island • Community Developn,.:nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 Fax 912.786.9539 Permit No. 1 1 0 0 3 Owner's Name Gen. Contractor fiar 0 Date Requested 1 — 1 2 - Date Needed Subcontractor Contact Information L y n n 31-3-3'732 Project Address ( li i - ter A✓Gl- Scope of Work i P D oc: 4; O s F Inspector '2 f `"/ Date of Inspection - �? ! If E Inspection 1-7, r s e c 4_P 61. � X Pass Fail D Fee P � Inspection Pass © Fail ❑ Fee Inspection Pass Fail fl Fee Inspection Pass ❑ Fail Fee EMMA wimmlig- INTERNATIONAL CODE COUNCIL MEMBER City of ly oee Island • Community Develop■-ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. ht- 22/ 3 Date equested Owner's Name Gen. Contractor /j4 :.: L.,12 ,Q..--) Subcontractor (-17Z-0„1-1 Contact Information 2/AJA) _5773- 532... Project Address XV /3-1-#3;(7— Scope of Work k_fi--.1..t,/4-,4z),Q5 Xnspector 1/1 Inspection / ,?:,-7 i D ,:.,:. L./:_.... ass 0 Fail 15.1 Fee if()CIT> ....----_ / • Date Needed ramtiva INTERNATIONAL CODE COUNCIL! MEMBER b4/,-/-07 Date of Inspection / // Inspection Pass El Fail Fee Inspection Pass El Fail El Fee Inspection Pass Fail Fee City of - .,ee Island • Community Develol. ant Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786 4573 ext. 114 • Fax 912.786 9539 Permit No. "' `�' Date "' equested MUM INTERNATIONAL CODE COUNCIL' MEMBER Owner's Name 0 Ci mil/ Date Needed Gen. Contractor (2,t�n[,r C'e0n5 +. Subcontractor Contact. Information l.. L! r� n 3 3 732 Project Address f70 --12 J }�VC• Scope of Work r e h 'D ‘/G4=. 0 n S SF Inspector 7/-(1 Date of Inspection ter. /,/ Inspection re ,n5pe 0 `'S Inspection V t, n 5 e c 1 r 3 4k fQ c , Inspection r e ° 5 fro C-1" 5 Pass Fee Pass ®� Fail ❑ Fee Pass Fail ® Fee Inspection 4 ) ot) Pass ('-'� / Fall l Fee c � > , )L2 J )213',x,4- From: 06/1F —111 23:08 #557 P.002/002 Contractor / Home Owner /4-6 Jobsite Address 2? j7 L EIr Installed Statement Locations of Insulation Thickness Total R -value if fq Roofdeck >.:. x 3.81 = / / . OS-- Dormers / Gables x 3.81 = Walls 3. S"' x 3.81 = 13,39 Crawlspace x 3.81 = givoti.,e f kg &T/LI/J6J ,ljI- /, x 3.81 = t7. GS- R -value = 3.81 per inch Tensile Strength = 5.6 psi Density = 0.45 - 5.0 lb/ft3 Compressive Strenght = 0.7 psi Evaluations: ICC -ES ESR #1172 Demilec Batch # fig ODO gs6 Andek Batch # Company Name Coastal Insulation, LLC (912) 232 -7771 ALa duKetuk.E Applicator Name Applicator Signature th Date From: 06/1' '011 23:09 #557 P.001/002 COASTAL INSULATION& INTERIORS, LLC 2720 GREGORY STREET SUITE 200 SAVANNAH, GA 31404 912 - 232 -7771 912- 232 -7261 FAX FACSIMILE TRANSMITTAL SHEET TO: le II/ Alev FROM: COMPANY: DATE: (_ fh,C,E' i "1 c i✓ ip5N FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: PHONE NUMBER: SENDER'S REFERENCE NUMBER: RE: YOUR REFERENCE NUMBER: ❑ URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES /COMMENTS: Permit No. City of 403 Butler Phone y ee Island • Community Develop. asst Dept• Inspection Report GA 31328 Ave. • P.O. Box 2749 • Tybee Island, 9712786.4573 ext. 114 • Fax 912.785.9539 / i / %i Owner's Name Gear. Contractor ;o 1\v" 6?6 L-) (A/F: I P1') 4-tc-.7_. ct Information Project Address Scope of Work Inspector Inspection Inspection Inspection Date Requested ate Needed Subcontractor mama nomaza INTERNATIONAL CODE COUNCIL' MEMBER E,1 -4r f vviC? 17( ,v►Si -i 11,, �a- Date of Inspection Pas. f 1_4_46t1 ( ,■) , Pass Pass Ei Fee (/) (ti-) ' " Fail Fee LI Fee ° , from MARVIN Windows and Doors STAR €'Qualified in Highlighted Regions U.S. energystar.gav ❑Qualified ZONE NC, SC Integrity Trad'I Double Hung Fiberglass —Wood Vertical Slider 1" 116" IG LOE 272 ARG LAIVII National Fenestration 3. mm LoJE 27217.5mm argon 16.9mm PVB Rating Council® laminate CERTIFIED ENERGY PERFORMANCE RATINGS 0.32 0.28 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance anutacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole uct performance. NFRC ratings are determined fora fixed set of environmental conditions and a specific duct size, NFRC does not recommend any product and does not warrant the suitability of any product for specific use. Consult manufactures literature for other product performance information. www.nfrc.or Meets or exceeds C.E.C. Air Infiltration Standards ,T T pr 51 Hallmark Certified Licensee #407 -1 Manufacturer stipulates conformance to the applicable standards Integrity IMPACT Double Hung IZ3 DP + 1551— 65 H — LC55 41.5X75.75 ted Higher Negative Design Pressure: —65PSF ted to ASTM E 1996 -02, 05 & 06 Missile D, Wind Zone 3 sted to 101113.21NAFS -02 & AAMAIWDMA/CSA/10111.8.21A440 -05 FL 10257.1 uct may be covered by one or more of the following patents: 5115596, 442, 7591106 Permit No. .( 1 City of (;,,Jee Island • Community Developent Dept. Inspection Report 403 Butler Ave. = P.O. Box 2749 • Tybee Island, GA 31328 Phone 912,786.4573 ext. 114 = Fax 912.786.9539 115%* Mania riars;111 INTERNATIONAL CODE COUNCIL' MEMBER Date Requested nees Name V'1L Ite Needed Gen. Contractor IA) 1,7:1 Subcontractor Contact Information -)13 - Project Addres T7O 1 T-fr -- Scope of Work 1. 17- 0 1 -) ,17-1 .',N-) C D .-1 Inspector -'21(1 Date of Inspection inspection Id? Pass /, Fee Inspection Pass El Faii Fee Inspection Pass Fail D Fee Inspection Pass Fail Fee City of ?ee Island • Community Develd ;ent Dept. . _ Inspection Report . 1 ealk% au* 403 Butler Ave. • P.O. Box 2749 . Tybee Island, GA 31328 Emma INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. Date Requested Date Needed Owner's Name Gen. Contractor Subcontractor Contact Information , NJ kJ Project Address / Scope of Work Inspector Date, of Inspection Inspection \ ( 4 . /) Pass (- c/_/t) 7. ■ :74'77 / Inspection Pass Fail El Fee Inspection Pass Fail Fee Inspection Pass Fail Fee Xoxii /✓.So; ,c.. y/7",t,Y,A. a,) r).- '1,-7' i_o/i //ye, 1 sair N yi 6/9, / /i/y 977-J53-1‘37 Ira //k7,3'it' .cv7'1,C3 /war, %, 9/1- 2,5 j _i31 /e,'1 RECEIVED SA„7/"'L' %L-..zr/�� Y'Y/3.c: t.'/ 61,y, 3 >32 - IJ /5 r/n PrLk- t? 951 A-1-414 rTrz,) Sv,Gro4zopt/ Inspection Performed: Inside Perimeter /Exterior Contact Office Please Active Infestation Found Chemical % Amount Tarp e pg1� Sae TeTNA- "124F1//0 el,5 //1110c-wr AS'' /e0 Inside Inspection Required No Active Infestation(s) Found (See Reverse Side for Code Key(s) On Below Services) Pest Method Warnin• Location of Treatment AieT .6.740 ,30Y� e 0 .00.42 072. /'fi;'R r Warning: Pesticides can be harmful. Keep children and pets away from pesticide applications until dry . dissipated or aerated. Contact our office with any additional questions or concerns. Customer Signature Date °1-/ 57/J Time In Payment Amount $ Technicians Signature A.M. or P.M. Time Out (Circle one) Cash/Check No.: 404 A.M. or P.M. (Circle one) City of( bee Island • Community Develo ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. Date Requested Date Needed / !_ Gen. Contractor 1) i JG P (1- //1-17. Subcontractor Owner's Name INTERNATIONAL CODE COUNCIL MEMBER Contact Information L\ff\) Ai 7 Project Address '-)0 1 6 T-, Z Scope of Work ,, - -` -- - Inspector `//q Date of Inspection Inspection i ,/ / A Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City of )ee Island • Community Deveio ant Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 1 \ - 0 0 Date Requested' Owner's Name MI 0 V Date Needed 3-221) 1�f � I )-.)- �jt Gen. Contractor \IV L , MC' Subcontractor .� 4 So ^ t" I t re. Contact Information n 3 13 3 7 3 2 Project Address 7 01 P) 0•- I c O Scope of Work C ? (-) ' »,/ C ,n S \ , Inspector '' 2 C 1 Date of Inspection /? ?I II Inspection a V 1) 0 ,//7[��' 1'- � J - I iv i \nom Pass U Mi M INTERNATIONAL CODE COUNCIL MEMBER Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail Fee Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, March 04, 2011 10:56 AM To: Dianne Otto Subject: 211001 E &S SW corner of 7th & Butler This morning as I cruised the island near dawn, prior to workers returning to the site since yesterday, I observed: 1) The silt sediment barrier previously erected to not be installed. It was in a pile an 7th near Butler. 2) An attempt at a construction exit. Its the wrong sized stone and of insufficient depth. I believe the silt sediment barrier and the construction exit can provide an adequate BMP defense if properly maintained. Please advise if you would like me to discuss this matter with the person responsible for maintaining the E &S BMP's on this site. Downer 1 City of bee Island • Community Develc ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No ? %.. Date Requested _/ ? / Owner's Name E'1 %i Cat'-) ,6 Date Needed % i Gen. Contractor Wiz.»y!4- Subcontractor Contact Information Project Address '70 1 7.), 34- �•Z i-�li Scope of Work . 1 4E. t•)() ) ()NYS Inspector ' / "J Inspection - INTERNATIONAL CODE COUNCIL MEMBER �i- Date of Inspection Pass ® "r Fai Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee 2 -11 -(k ? C /13inP ;ssd..r repo y vow' -2-(1,11 Cattccc 13442.1 A-us- 0: 3 Da.+^^ — Cos- -4 (82 . IAL (...):1( Q.4d rus! 40c.lcs.t. ii2 -22 -I( eptr— own -v', i5s,14s 4.n naa- a,,oldressWd 2 -ZS- i (� 1110.4114 s ; /�- .ice OA ciCO -�4 -.S4Sv I, I Z,2 tI 4tn P re �'J .."=d.M 9 °�Y; 6. wea 2-1.S-it eg.trteJe. ;;..ii `t3fc '- •W2.vr~ac -eo.4 : Co 4-‘`.14- Once t it ('eodi cn or bet-art 3 /s. Wme = ^g 4-:• n. 3_g -a off. Permit No. City of Tr e Island • Community Developr it Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 „c: Owner's Name iv) 0 a • Gen. Contractor \/Vernor (11 . Contact Information Project Address 1101 u + I pa ' A o (J , Scope of Work e7 n ✓0`-.': 0 r•--/ Inspector Date of Inspection Date Requested Date Needed 11-1-1\ Subcontractor 2rou 4 Elec.: ill INTERNATIONAL CODE COUNCIL MEMBER 35) -9Li19 Inspection re if) S PC Pass :1Arti\ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee TX Result Report P 1 01/14/2011 10:01 Serial No. 0835228060004 TC: 227128 Destination Start Time Time Prints Result Note Georgia Power 01 -14 10:01 00:00:32 001/001 OK Note TMR: Timer Tx. POL: DBD ublSidangAiction: peclSoriaFCODE- ceCRTX: UD: e- deBidinre . SP Seiaoignl. FCODE: F-code. Re -TX. RLY: Relay MBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- Full:Memory Full, LOUR :Receiving length Over, POVER :Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. FOR RELEASES FOR ELECTRIC SERVICE FROM TYSEE ISLAND _ FAX TO: Lynn Brennan _ __ 7 Phone 912 n os $a Cgs - -2t -.£_ enL,-.4 1 - z 62S �Qorg ; r- I, Location Address: --762( ,t -/_jficz-z Lot # Release Date: I bit/ 1I rl Type of Release: .../-Texts Permanent Subd Name: Electrician: �L -iT` Electrician Phone Number: Er-14-4a6;7 OwnerBuilder: �NQpDc.l I t/L��t tel ft=3: �z���. Phone Number: 13i7Z- Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Type of Release: Temporary Permanent Electrician: OwnerBuilder: Release Date: Subd Name: Electrician Phone Number_ Phone Number: FOR RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND . FAX TO: Lynn Brennan 9-37 Phone 912 z45F5V61. 5426446 306-280 ' ; � @o r� a "Po � 1_3 e r Location Address: -101 3 Lot # Release Date: Type of Release: VTemporar Permanent Subd Name: Electrician: (TOO. Owner/Builder: 001>ti Electrician Phone Number: WE,‘ m 6(..6-1L-- Phone Number: T&M g2,- Location Address: Type of Release: Temporary Electrician: Lot # Release Date: Permanent Subd Name: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Electrician: Owner/Builder: Permanent Subd Name: Electrician Phone Number: Phone Number: City of bee Island • Community Develc ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 mum Mesa INTERNATIONAL CODE COUNCIL' MEMBER Permit No Date Requested'',' Owner's Name fikW. Date Needed 1,4/1 Gen. Contractor //t )F ,I ?.7/0-77-7 Subcontractor 1 41 fit? Contact Information Project Address Scope of Work Inspector 1f.= -oJJ 1 S^ Inspection '-`"- P\-)/1)75-Z-- SG iLJ 1 s �T ---F:=_J■.--)UQ;47 0 0:). Date of Inspection fAks ,r_2)4:5;(-7, �a Z/ Pass Fail -7L Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee 4- C ff C` library2.municode.com /default- test /home.htm ?infobase = 14104 &docaction= whatsnew City of Tybee ... i..7 Georgia DFIRM • Getting Started Ti Municode.com... G SAGIS GIS VI... L'1 SAGIS Welcome 1 Google Maps d Other bookmarks Purchase A Code I Online Library LJ unl{RI crN. rnrvs 11vc Ir`hO LC M IDUMPSTER Advanced Search I Boolean Search Search j Q PART II CODE OF ORDINANCES f) i] Chapter 1 GENERAL PROVISIONS 0 Chapter 2 ADMINISTRATION Q Chapters 3-5 RESERVED Chapter 6 ALCOHOLIC BEVERAGES Q Chapters 7 -9 RESERVED Q Chapter 10 ANIMALS` El Chapter 11 RESERVED Q Chapter 12 BEACHES AND WATERWAYS Q Chapter 13 RESERVED L+ El Chapter 14 ELECTIONS Q Chapters 15-17 RESERVED Q Chapter 18 EMERGENCY MANAGEMENT AND EMERGENCYS [] Chapters 19 -21 RESERVED El Chapter 22 ENVIRONMENT Q ARTICLE I. IN GENERAL 41 Q ARTICLE IL NUISANCES ] Q ARTICLE III. PROPERTY MAINTENANCE E l ARTICLE IV. NOISES E Q ARTICLE V. SOLID WASTE Q DIVISION 1. GENERALLY F: Q DIVISION 2. COLLECTION AND DISPOSAL` O Q Subdivision 1. In General Q Sec. 22 -166. Definitions. e Sec. 22 -167. Littering. Q Sec. 22 -168. Signs, notices and handouts. Q Sec. 22 -170. Authority to order removal. e Sec. 22 -171. Penalty for violation. Q Sec. 22 -172 Weeds and other growths— Notices to c Q Sec. 22 -173. Failure to remove weeds; removal and Q Sec. 22 -174. Issuance of execution; lien on property. Q Sec. 22 -175. Levy of execution. 0 Sec. 22 -176. Penalty. Q Subdivision II. Refuse Collection "7 Q Chapter 23 ETHICS' Q Chapters 24,25 RESERVED EE C Chapter 26 FIRE PREVENTION AND PROTECTION S- ",e_' .x;;uiltJnl# -ste1A urpulallD ,r.OhiE" D( —I0 —It tl— II —I1 h Where Am 1? ft Pre_' March Net Match Clear Matches RI Print... Ei Link To This Page Sec. 22 -169. Building waste — Accumulations prohibited. (a) Any person who has contracted with any other person within the city, either on an hourly basis or a job contract price, whose work produces an accumulation or volume of building rubbish shall be required to remove and dispose of any such accumulation resulting therefrom. All construction and demolition contractors must have on -site receptacles or containers. The site must be kept in a reasonably clean and litter free condition_ Yard rubbish and yard trimmings shall be disposed of per subsection 22- 192(d), by placing same adjacent to refuse carts. (b) On any construction site at which a container is used to store debris and trash during the project, whether such container be a dumpster or other container of any sort, when active work ceases on the project for every day, or any given day, a secure cover shall be placed over the dumpster or container so as to prevent trash or construction debris to be subject to being biowrt; out of ilia demister or container. (c) On construction sites where no container or dumpster is used, a confined storage area must be established and appropriate measures shall be taken to prevent trash and debris from being subject to being blown out of a confined area. (Code 1970, § 8 -2; Code 1983, § 5-2-4; Ord. of 5-10 -2007) Sec. 22 -170. Authority to order removal. The city marshal or the public works superintendent of the city shall have the authority to direct the removal, placing, disposition and disposal of any accumulation or volume of brush, bric -a -brac, scrap lumber, trash or rubbish resulting from any job or contract mentioned in section 22 -191. (Code 1970, § 8 -3; Code 1983, § 5 -2 -5) Sec. 22 -171. Penalty for violation. In the event any accumulation or volume of brush, bric -a -brac, scrap lumber, trash or rubbish mentioned in section 22 -191 is not removed within ten days after completion of that job or contract, or within ten days after a work stoppage occurs on an incomplete job or contract, a person having contracted, as well as the person within the city contracted with, either or both, jointly or severally committing a violation, shall be cited to appear in court for that violation and upon conviction thereof shall be subject to punishment as provided in section 1-8. (Code 1970, § 8-4; Code 1983, § 5 -2-6) rece,�ed. COPY vc ord. -4-0 Lynn MaDdy .rJ DATE ISSUED: 01 -11 -2011 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT RENOVATIONS TO SF 701 BUTLER B LYNN MOODY 329 BONAVENTURE RD SAVANNAH GA 31404 912 - 234 -1329 WEIMAR CONSTRUCTION CO INC PO BOX 3815 SAVANNAH GA 31414 162 P $ 555.00 $59,850.00 PERMIT #: 110013 TOTAL BALANCE DUE: $ 555.00 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 -9539 www.cityoftybee.org H-oc3 CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: r7 0 1 T.) WI' NJ 110'14 NAME ADDRESS PIN #�oovS- .1Q�ooq TELEPHONE Owner L y r ) r ) MQo4Y 3Z9 6d3 l ,tt3iul4 P.D. ill-234.1321 q i .-t tjs- 1.11 1 Architect or Engineer MO so n1 A i.cd . 1 VII UP*° o 'bR • Building Contractor '3 timAx, t$11s bR41/41C lj12'6($ -',4.1 tk (Check all that apply) ❑ Repair ❑ Residential Renovation ❑ Single Family ❑ Minor Addition ❑ Duplex ❑ Substantial Addition ❑ Multi- Family ❑ Other ❑ Commercial Details of Project: ❑ Footprint Changes n Discovery ❑ Demolition Ite. aNA1 e,D i o t.y.IsItp)G .s•rfamVkAg.t. P!E- T t-raa S 4g itoli 411,4'A o u:(lo• Va to Estimated Cost of Construction: $ ct g S 0.0 0 Construction Type pZ (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: ' S tpfaG#i '( Jror(E.) Remarks: 1-4�Q ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units Lot Area # Off - street parking spaces 3 Trees located & listed on site plan Access: Driveway Setbacks: Front (ft .) # Bedrooms S # Bathrooms 4 Living space (total sq. ft.) 372.9- 11rw:24fIoor With culvert? With swale? Rear Sides (L) (R) # Stories a Height a.$ i`?'. 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 1 6 a Pt.uMB %,) G On -site waste and debris containers will be provided by A -rt." N 1-1 �, ' p SAC Construction debris will be disposed by 41% A011 e. 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: ) 2..f ..0 /1 0 Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. "c94E The following is to be completed by City personnel: Zoning certification Approved rezoning /variance? Street address and number: New 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) NFIP Flood Zone Existing 7 12 DEC 2, 3 IOU. Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager �(o l .50 FEES Permit �✓ Inspections 1.30 Water Tap Sewer Stub Aid to Const. TOTAL (o b S ci;seoueryfpe,4 4- to -0521 .so ssS LEAD -BASED PAINT Adapted from http: / /www.epa.gov/lead /pubs /renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample pre - renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre- renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: • Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. F YeU`R OT D-5AFECOMFIED, DISTURBING JUST SIX SQUARE FEET_ COULD COST YOU BIG T`' Signature .i OOP M 001\1 Printed Name 1.f.Zoji0 Date GEORGIA Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. 1-1 a I? tko ob1( Printed Name laJ .o /t b Date Office Use Only: Project Address: Permit Number: June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co — Construction Exit Sdl — Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http: / /www.gaswcc.org /docs/ field manual_4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5 " -3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation, I will no longer be accepting any deviation from the State requirements. The stone will be a representation of 1.5 " -3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. I have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to #2, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer ntractor REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits 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 storm 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: Project I.D.: Attachments approved by: Date: ) a% IQ Moody Beach Cottage 701 Bulter Avenue Tybee Island, GA 12/20/2010 Construction Estimate Cost to raise 2 "d. floor structure 4 ft. $ 8,400.00 Cost to re -frame 1St. floor exterior walls $ 3,750.00 Cost to make framing changes to 1St. floor interior $ 3,100.00 Cost to make framing changes to 2 "d, floor interior $ 2,250.00 Cost for framing materials $ 3,400.00 Cost to finish electrical $ 2,100.00 Cost to finish plumbing $ 7,300.00 Cost to finish HVAC $ 5,700.00 Cost to insulate $ 3,950.00 Cost to sheetrock $ 9,400.00 Cabinets (Existing) $ na Cost to re- stucco 1St. floor exterior walls $ 7,000.00 Cost for garage doors $ 3,500.00 TOTAL COST $ 59,850.00 ;DECEIVED FOR KUURI= : ?BBB SEP -8 PM':2: 34 „X, END PLAT: _O'. LOT 1.1- -A 44 PORTION OF LOT 11.=13, WARD N 2,. TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 703. BUTLER' AVENUE FOR ALVIN 'L. DAVIS, ' INC. REVISED FEH1MARY-4; 2007 . 0 F t TO SHOW ]MPROVEHENTS' JNDER'CONSTRUCSION._ ' ' EQUIPMENT: T0PC0N AP -LIA ACCORDING THE THE F:LRM: DATED 6/17/86: TATS SITE IS WITHIN THE WOO THAN FLOOD. ZONE. ZONE AB. BFE REYNOLDS LAND SURVEYOR • 83fi'. STEPHENSON AVENUE S / SAVANNAH GEORGIA._ 314Q5 • • DAZE: FEBRBARY 24', ZOOS ERROR OF CLOSURE LINEAR:.1 /144,600 ANO: 4" /ANOLE BALANCED BY: ,L.'S. PLAT :' 11141,000 �.._ :. 20 f 1 i LOT a`JVa anti x®Of 1V Td Main File No. 1008R -40621 Page #11 Connor, Lane & Company P.O. Box 6143 Savannah, Ga. 31414 September 2, 2010 First Chatham Bank 111 Barnard Street Savannah, Ga 31401 Re: Property: 701 Butler Avenue Tybee Island, Ga. 31328 Borrower: Lynn B. Moody File no.: 1008R -4062 In accordance with your request, we have appraised the above referenced property. The report of that appraisal is attached. the purpose of this appraisal is to estimate the market value of the property described in this appraisal report, as improved, in unencumbered fee simple title of ownership. this report is based on a physical analysis of the site and improvements, a locational analysis of the neighborhood and city, and an economic analysis of the market for properties such as the subject. The appraisal was developed and the report was prepared in accordance with the uniform standards of professional appraisal practice. the value conclusions reported are as of the effective date stated in the body of the report and contingent upon the certification and limiting conditions attached. it has been a pleasure to assist you. Please do not hesitate to contact me or any of my staff if we can be of additional service to you. Sincerely, Troy E. Lamb CG 253885 Connor, Lane & Company Uniform Residential Appraisal Report Main File No. 1008R -40621 Page #2I File# 1008R -4062 The purpose of this summary appraisal report is to provide the lender /client with an accurate, and adequately supported, opinion of the market value of the subject property. Property Address 701 Butler Avenue City Tybee Island State Ga. Zip Code 31328 Borrower Lynn B. Moody Owner of Public Record Randall Davis County Chatham Legal Description Lot 10 -A & Portion of Lot 10 -b Ward 2 Tybee PRB 40P 107 .13AC Assessor's Parcel # 4 -0005 -19 -009 Tax Year 2009 R.E. Taxes $ 5,910 - Neighborhood Name Tybee Map Reference 50 Census Tract 0111.03 us Occupant ❑ Owner ❑ Tenant (0 Vacant Special Assessments $ n/a ❑ PUD HOA $ ❑ per year ❑ per month c Property Rights Appraised IS) Fee Simple ❑ Leasehold ❑ Other (describe) " Assignment Type ® Purchase Transaction ❑ Refinance Transaction ❑ Other (describe) Lender/Client First Chatham Bank Address 111 Barnard Street Savannah Ga 31401 Is the subject property currently offered for sale or has it been offered for sale in the twelve months prior to the effective date of this appraisal? ® Yes ❑ No Report data source(s) used, offering price(s), and date(s). The subject is currently listed for $309,000, per the Savannah MLS. I ® did ❑ did not analyze the contract for sale for the subject purchase transaction. Explain the results of the analysis of the contract for sale or why the analysis was not performed. There is currently a contract for purchase at $300,000.00 r— Contract Price $ 300,000 Date of Contract July 29, 201( Is the properly seller the owner of public record? ® Yes ❑ No Data Source(s) Public Records Ii Is there any financial assistance (loan charges, sale concessions, gift or downpayment assistance, etc.) to be paid by any party on behalf of the borrower? ❑ Yes ® No 8 If Yes, report the total dollar amount and describe the items to be paid. 0.00 Seller pays $0.00 at closing. Note: Race and the racial composition of the neighborhood are not appraisal factors. Neighborhood Characteristics One -Unit Housing Trends One-Unit Housing Present Use % , Location ❑ Urban (0 Suburban ❑ Rural Property Values 0 Increasing ❑ Stable ® Declining PRICE AGE One -Unit 70 % e Built -Up ® Over 75% ❑ 25 -75% ❑ Under 25% Demand/Supply ❑ Shortage ❑ In Balance ® Over Supply $ (000) (yrs) 2 -4 Unit 2 % c Growth ❑ Rapid ® Stable ❑ Slow Marketing Time ❑ Under 3 mths ❑ 3 -6 mths ® Over 6 mths 239 Low 1 Multi Family 10 % 1 Neighborhood Boundaries Tybee Island is bounded to the north, east, and south by the Atlantic Ocean, 9,900 High 75 Commercial 15 % m and to the west by the Bull River. 500 Pred. 30 Other 3 % 1 Neighborhood Description See attached addenda. VI' ■ Market Conditions (including support for the above conclusions) See attached addenda, Dimensions 60x93 Area 5,580 Sq.Ft. Shape Retangluar View Res /Commercial Specific Zoning Classification R -2 Zoning Description Residential Zoning Compliance Ej Legal ❑ Legal Nonconforming (Grandfathered Use) 0 No Zoning ❑ Illegal (describe) Is the highest and best use of subject property as improved (or as proposed per plans and specifications) the present use? ® Yes ❑ No If No, describe Utilities Public Other (describe) Public Other (describe) Off -site Improvements - Type Public Private tu Electricity E ❑ Water ® ❑ Sheet Asphalt El ❑ w Gas ® ❑ Sanitary Sewer E] ❑ Alley None ❑ ❑ FEMA Special Flood Hazard Area ® Yes ❑ No FEMA Flood Zone AE FEMA Map # 13051 C 0214F FEMA Map Date 9/26/2008 Are the utilities and oil -site improvements typical for the market area? ® Yes ❑ No If No, describe Are there any adverse site conditions or external factors (easements, encroachments, environmental conditions, land uses, etc.)? ❑ Yes ® No If Yes, describe No adverse easements or encroachments were noted that should affect market value. The subject is identified as being in the flood hazard area. (Subject to survey /food cert.) Gene ralDescription ,Foundation Exterior Description materials /dondition, Interior matedals /condition; Units ® One ❑ One with Accessory Unit ❑ Concrete Slab ❑ Crawl Space Foundation Walls ConcreteBlock /Avg Floors HD Wd Tile /In repair # of Stories 1 Full Basement n Partial Basement Exterior Walls Wood /Avg Walls Drywall /In Repair Type ® Del. ❑ Alt. ❑ S- Del. /End Unit Basement Area 1,170 sq.ft. Roof Surface Metal /Avg Trim/Finish Wood /In Repair /1 Existing n Proposed E Under Cost. Basement Finish % Gutters & Downspouts None Noted Bath Floor Tile /In Repair Design (Style) Bungalow ® Outside Entry/Exit ❑ Sump Pump Window Type DH Noninsulated /Ave Bath Wainscot Tile /In Repair Year Built 1985 Evidence of ❑ Infestation Storm Sash/Insulated None Noted Car Storage n None Effective Age (Yrs) 1985 ❑ Dampness ❑ Settlement Screens Yes /Ave E Driveway # of Cars 2+ Attic n None Healing E FWA I HWBB IF I Radiant Amenities I 1 Woodslove(s) #n /a Driveway Surface Natural ® Drop Stair ❑ Stairs ❑ Other IFuel Elec ❑ Fireplace(s) # n/a ❑ Fence ® Garage # of Cars 1 ■ Floor • Scuttle Ceolim 1 Central Air Conditionim ■ Patio/Deck ® Porch Balcon I Ca sort # of Cars L0 ❑ Finished ❑ Healed ❑ Individual ❑ Other ❑ Pool LI Other ❑ Att. ❑ Dot. ® Built-in i Appliances ® Refrigerator ® Range/Oven ® Dishwasher ® Disposal ® Microwave ❑ Washer /Dryer ❑ Other (describe) i Finished area above grade contains: 7 Rooms 3 Bedrooms 2 Bath(s) 1,516 Square Feet of Gross Living Area Above Grade o Additional features (special energy efficient items, etc.). None Noted at the time of inspection . a a Describe the condition of the property (including needed repairs, deterioration, renovations, remodeling, etc.). There was no functional or external obsolescence to be considered. The subject is existing construction /renovation and is considered to be in a state of repair. The subject is in need of completion of previously started renovation and is the intent of the purchaser. See Addenda for a list of renovation and cost for renovation break down. Remodeling was noted at the time of inspection. Are there any physical deficiencies or adverse conditions that ailed the livability , soundness, or structural integrity of the property? ® Yes ❑ No II Yes, describe See addenda under Cost to Cure. Does the property generally conform to the neighborhood (functional utility , style, condition, use, conslruclien, etc.)? [g Yes ❑ No If No, describe Freddie Mac Form 70 March 2005 Page 1 of 5 Form 1004 'WinTOTAL' appraisal software by a la mode, inc. — 1-800-ALAMODE Fannie Mae Form 1004 March 2005 Uniform Residential Appraisal Report (Main File No. 1008R -40621 Pane #3I File # 1008R -4062 There are 173 + /- comparable properties currently offered for sale in the subject neighborhood ranging in price from $ 235,000 to $ 9,900,000 There are 57 +/- comparable sales in the subject neighborhood within the past twelve months ranging in sale price from $ 184,000 to $ 2,497,000 FEATURE I SUBJECT COMPARABLE SALE # 1 COMPARABLE SALE # 2 COMPARABLE SALE # 3 Address 701 Butler Avenue Tybee Island, Ga 31328 10 Bright Street Tybee Island, Ga. 31328 10 7th Terrace Tybee Island, Ga. 31328 116 2nd Ave Tybee Island, Ga. 31328 Proximity to Subject 0.83 miles N 0.04 miles SE 0.46 miles N Sale Price $ 300,000 $ 325,000 $ 402,000 $ 370,000 Sale Price /Gross Liv. Area $ 197.89 sq.ft. $ 247.90 sq.ft. ^ i+ $ 224.58 sq.ft. $ 231.83 sq.ft. Data Source(s) MLS, Public Record MLS, Public Record MLS, Public Record Verification Source(s) Daily Record, MLS Daily Record, MLS Deed Index, MLS VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION +( -) $ Adjustment DESCRIPTION +( -) $ Adjustment DESCRIPTION +( -) $ Adjustment Sales or Financing Concessions Conv. Loan Not Available Conv. Loan Not Available Conv. Loan Not Available Date of Sale/Time 07/22/10 07/30/10 01/29/10 - 10,000 Location Butler Off Butler +20,000 Off Butter +20,000 Off Butler +20,000 Leasehold/Fee Simple Fee Simple Fee Simple Fee Simple Fee Simple Site 5,580 Sq.Ft. 7000 Sq.Ft 7280 Sq.Ft 4734 Sq.Ft View Res /Commercia Residential2 blo +25,000 Res /Beach aces - 25,000 Residential 2 blc +25,000 Design (Style) Bungalow Bungalow Duplex, Design Bungalow Quality of Construction Average/Wood Average/Wood Average /wood Average /vinyl Actual Age 25A/3E 10A/10E +11,375 32A/20E +34,170 30A/20E +31,450 Condition Average Average Average Average Above Grade Room Count Gross Living Area Total Bdrms. Baths Total Bdrms. Baths Total Bdrms. Baths Total Bdrms. Baths 7 3 2 ,..2 2 +10,000 7 3 2 6 2 2 +1,000 1,516 sq.ft. j i,; 1 ,1311 isq.ft. +20,500 1,790 sq,II. - 27,400 1,596 sq.tt. -8,000 Basement & Finished Rooms Below Grade 1,170 Sq.Ft. N/A None n/a \ +35,100 None n/a +35,100 None n/a +35,100 = Functional Utility Good Good Good Good Heating /Cooling FWA/CAC FWA/CAC FWA/CAC FWA/CAC g Energy Efficient Items Typical /CF's Typical /CF's Typical /CF's Typical /CF's Garage /Carport 1 2 Car Garage 3 Parking Pads +5,000 2 Garage Z Porch/Patio /Deck Coy Pch /Screen Cov /Sin porch Entry +2,000 Entry +2,000 y a a Porches etc Scr Bk Pch Balcony none None Fireplace None 1 Fireplace -1,500 None None uNet Adjustment (Total) ® + I=I - $ 120,475 Ni + ❑ - $ 43,870 + ❑ - $ 96,550 w Adjusted Sale Price of Comparables Net Adj. 37.1 % Gross Adj. 38.0 % $ 445,475 Net Adj. 10.9 % Gross Adj. 37.0 % $ 445,870 Net Adj. 26.1 % Gross Adj. 35.8 % $ 466,550 a -0) , I (g did ❑ did not research the sale or transfer history of the subject p sporty and comparable sales. If not, explain n/a My research ❑ did ® did not reveal any prior sales or transfers of the subject property for the three years prior to the effective dale of this appraisal. Data Source(s) The data source for this information is the local MLS, public records, and the daily record. My research ❑ did ® did not reveal any prior sales or transfers of the comparable sales for the year prior to the date of sale of the comparable sale. Data Sources) The data source for this information is the local MLS, public records, and the daily record. Report the results of the research and analysis of the prior sale or transfer history of the subject property and comparable safes (report additional prior sales on page 3). ITEM SUBJECT COMPARABLE SALE #1 COMPARABLE SALE #2 COMPARABLE SALE #3 Date of Prior Sale/Transfer No Prior Sales No Prior Sales No Prior Sales No Prior Sales Price of Prior Sale/Transfer Within Three Years Within One Year Within One Year Within One Year Data Source(s) Public Record Public Record Public Record Public Record Effective Date of Data Source(s) Current Current Current Current Analysis of prior sale or transfer history of the subject property and comparable sales There were no prior sales of the subject within the past three years and no prior sales of comparables within the past year. Summary of Sales Comparison Approach All sales are located in the subjects immediate marketing area and were adjusted for significant differences with the subject. Gross living area adjustments are made at $100 per square foot, bedroom adjustments are made at $10,000, and effective age adjustments are made at .5% per year. All sales comparables fall outside of the net and gross adjustment percentages due to the subjects additional enclosed storage /unfinished basement new condition as completed. All sales utilized are confirmed, closed transactions. "As is Sales comparison Value is $350,000 Three Hundred Twenty Five Thousand Dollars. Indicated Value by Sales Comparison Approach $ 450,000 Indicated Value by: Sales Comparison Approach $ 450,000 Cost Approach (it developed) $ 446,948 Income Approach (if developed) $ N/A The sales comparison and cost approaches were equally weighted on arriving at the opinion of value. The sales comparison approach is typically o the best approach to value as it best represents the actions of buyers and sellers in the market place. Property sales at Tybee Island have declined G in This i completed, 0 following ul in conditions, $ recent years resulting in decreased property values and sales prices. appraisal is made ❑ "as is ", ® subject to completion per plans and specifications on the basis of a hypothetical condition that the improvements have been El subject to the following repairs or alterations on the basis of a hypothetical condition that the repairs or alterations have been completed, or ❑ subject to the required inspection based on the extraordinary assumption that the condition or deficiency does not require alteration Of repair: This appraisal is valued separately "as is" condition and subject to completion per plans and specs. Based on a complete visual inspection of the interior and exterior areas of the subject property, defined scope of work, statement of assumptions and limiting and appraiser's certification, my (our) opinion of the market value, as defined, of the real property that is the subject of this report is 450,000 , as of September 2, 2010 , which is the date of inspection and the effective date of this appraisal. Freddie Mac Form 70 March 2005 Page 2of6 Form 1004 "WinTOTAL° appraisal software by a la mode, Inc. -1- 800 - ALAMODE Fannie Mae Form 1004 March 2005 Uniform Residential Appraisal Report (Main File No. 1008R -40621 Pane #4) File# 1008R -4062 Cost to Cure: The subject is in need on the following completed work or repairs: 1 Raising the lower floor ceiling 18 inches. 2. Completion of all plumbing and connection to services. 3. Completion of all electrical and connection to services. 4. Installation of all plumbing fixtures in functioning order. 5. installation of all electrical appliances in functioning order. 6. Completion and proper functioning of HVAC unit. 7. Insulation installed in all heated and cooled areas of the structure. 8. Sheet rock hung and finished through out the dwelling. 9. Interior painting of dwelling. 10. Typical cabinetry and counter tops installed in kitchen and baths. 11. Wood flooring refinished and tile installed in the baths kitchen an laundry room. 12. Windows repaired and in proper working order. F 13. Doors and door hardware installed on interior and exterior doors. w 14. Security system installed and functioning properly. 15. Finish exterior of foundation wall to similar look and uniform. 0 16. installation of a rear screened in porch 8x38 across the back of the dwelling. 17. Finish front steps and entryways to meet building codes. z 18. Have a new certificate of occupancy issue by the the city of Tybee Island. o c All construction and finishing work used and completed are to be typical for the area and considered typical for a typical buyers interest. all < construction must me or exceed the local building codes of the city of Tybee Island he cost to cure is estimated to be $75,000. Contractors fees and a sellers concession to allow for time to complete and incentive for the buyer amount to $25,000 fora total of $100,000. The estimated "as -is" value of the subject Is $350,000.00 COST APPROACH TO VALUE not re" aired b Fannie Mae) Provide adequate information for the lender /client to replicate the below cost figures and calculations. Support for the opinion of site value (summary of comparable land sales or other methods for estimating site value) The subjects Land value is derived from land sales on Tybee Island and a recent appraisal of like kind land. 3 ESTIMATED ❑ REPRODUCTION OR ® REPLACEMENT COST NEW OPINION OF SITE VALUE =$ 270,000 O Source of cost data Marshall And Swift Costing Guide DWELLING 1,516 Sq.Ft. @ $ 92.80 =$ 140,685 a Quality rating from cost service Average Effective date of cost data 09/02/2010 Built in Basemt 1,170 Sq.FI. @ $ 18.17 =$ 21,259 a Comments on Cost Approach (gross living area calculations, depreciation, etc.) _$ uu) Marshall & Swift's residential cost handbook was used as the data source Garage /Carport 759 Sq.Ft. @ $ 18.17 =$ 13,791 8 for replacement cost new information and local construction adjustments Total Estimate of Cost -New =$ 175,735 for the area. Less Physical Functional External Depreciation 8,787 =$( 8,787) Depreciated Cost of Improvements =$ 166,948 As is' Value of Site Improvements =$ 10,000 Estimated Remaining Economic Lite (HUD and VA only) 57 Years INDICATED VALUE 8Y COST APPROACH =$ 446,948 W INCOME APPROACH TO VALUE (not required byFannie Mae) o Estimated Monthly Market Rent $ X Gross Rent Multiplier = $ N/A Indicated Value by Income Approach z Summary of Income Approach (including support for market rent and GRM) PROJECT INFORMATION FOR PUDs (if applicable) Is the developer /builder in control of the Homeowners' Association (HOA)? ❑ Yes ❑ No Unit type(s) ❑ Detached ❑ Attached Provide the following information for PUDs ONLY if the developer/builder is in control of the HOA and the subject property is an attached dwelling unit. Legal Name of Project o Total number of phases Total number of units Total number of units sold F Total number of units rented Tolal number of units for sale Data source (s) 2 Was the project created b the conversion of a asting buildings into a PUD? ❑ Yes ❑ No If Yes, date of conversion. oDoes the project contain any multi - dwelling units? ❑ Yes ❑ No Data Source ? Are the units, common elements, and recreation facilities complete? ❑ Yes ❑ No If No, describe the status of completion. 0 m a Are the common elements leased to or by the Homeowners Association? ❑ Yes ❑ No If Yes, describe the rental terms and options. Describe common elements and recreational facilities. Freddie Mac Form 70 March 2005 Page 3 of 6 Form 1004 — "WinTOTAL" appraisal software by a la mode, inc. — 1- 800- ALAMODE Fannie Mae Form 1004 March 2005 Uniform Residential Appraisal Report 'Main File No. 1008R -40621 Page #51 File # 1008R -4062 This report form is designed to report an appraisal of a one -unit property or a one -unit property with an accessory unit; including a unit in a planned unit development (PUD). This report form is not designed to report an appraisal of a manufactured home or a unit in a condominium or cooperative project. This appraisal report is subject to the following scope of work, intended use, intended user, definition of market value, statement of assumptions and limiting conditions, and certifications. Modifications, additions, or deletions to the intended use, intended user, definition of market value, or assumptions and limiting conditions are not permitted. The appraiser may expand the scope of work to include any additional research or analysis necessary based on the complexity of this appraisal assignment. Modifications or deletions to the certifications are also not permitted. However, additional certifications that do not constitute material alterations to this appraisal report, such as those required by law or those related to the appraiser's continuing education or membership in an appraisal organization, are permitted. SCOPE OF WORK: The scope of work for this appraisal is defined by the complexity of this appraisal assignment and the reporting requirements of this appraisal report form, including the following definition of market value, statement of assumptions and limiting conditions, and certifications. The appraiser must, at a minimum: (1) perform a complete visual inspection of the interior and exterior areas of the subject property, (2) inspect the neighborhood, (3) inspect each of the comparable sales from at least the street, (4) research, verify, and analyze data from reliable public and/or private sources, and (5) report his or her analysis, opinions, and conclusions in this appraisal report. INTENDED USE: The intended use of this appraisal report is for the lender /client to evaluate the property that is the subject of this appraisal for a mortgage finance transaction. INTENDED USER: The intended user of this appraisal report is the lender /client. DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: (1) buyer and seller are typically motivated; (2) both parties are well informed or well advised, and each acting in what he or she considers his or her own best interest; (3) a reasonable time is allowed for exposure in the open market; (4) payment is made in terms of cash in U. S. dollars or in terms of financial arrangements comparable thereto; and (5) the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions* granted by anyone associated with the sale. *Adjustments to the comparables must be made for special or creative financing or sales concessions. No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a market area; these costs are readily identifiable since the seller pays these costs in virtually all sales transactions. Special or creative financing adjustments can be made to the comparable property by comparisons to financing terms offered by a third party institutional lender that is not already involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession but the dollar amount of any adjustment should approximate the market's reaction to the financing or concessions based on the appraiser's judgment. STATEMENT OF ASSUMPTIONS AND LIMITING CONDITIONS: The appraiser's certification in this report is subject to the following assumptions and limiting conditions: 1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it, except for information that he or she became aware of during the research involved in performing this appraisal. The appraiser assumes that the title is good and marketable and will not render any opinions about the title. 2. The appraiser has provided a sketch in this appraisal report to show the approximate dimensions of the improvements. The sketch is included only to assist the reader in visualizing the property and understanding the appraiser's determination of its size. 3. The appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other data sources) and has noted in this appraisal report whether any portion of the subject site is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees, express or implied, regarding this determination. 4. The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand, or as otherwise required by law. 5. The appraiser has noted in this appraisal report any adverse conditions (such as needed repairs, deterioration, the presence of hazardous wastes, toxic substances, etc.) observed during the inspection of the subject property or that he or she became aware of during the research involved in performing the appraisal. Unless otherwise stated in this appraisal report, the appraiser has no knowledge of any hidden or unapparent physical deficiencies or adverse conditions of the property (such as, but not limited to, needed repairs, deterioration, the presence of hazardous wastes, toxic substances, adverse environmental conditions, etc.) that would make the property less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. Because the appraiser is not an expert in the field of environmental hazards, this appraisal report must not be considered as an environmental assessment of the property. 6. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that is subject to satisfactory completion, repairs, or alterations on the assumption that the completion, repairs, or alterations of the subject property will be performed in a professional manner. Freddie Mac Form 70 March 2005 Page 4 of 6 Form 1004 — 'WinTOTAL' appraisal seltware by a la mode, inc. —1. 800- ALAMODE Fannie Mae Form 1004 March 2005 Uniform Residential Appraisal Report Wain File No. 1008R -40621 Paoe #61 File # 1008R -4062 APPRAISER'S CERTIFICATION: The Appraiser certifies and agrees that: 1. I have, at a minimum, developed and reported this appraisal in accordance with the scope of work requirements stated in this appraisal report. 2. I performed a complete visual inspection of the interior and exterior areas of the subject property. I reported the condition of the improvements in factual, specific terms. I identified and reported the physical deficiencies that could affect the livability, soundness, or structural integrity of the property. 3. I performed this appraisal in accordance with the requirements of the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place at the time this appraisal report was prepared. 4. I developed my opinion of the market value of the real property that is the subject of this report based on the sales comparison approach to value. I have adequate comparable market data to develop a reliable sales comparison approach for this appraisal assignment. I further certify that I considered the cost and income approaches to value but did not develop them, unless otherwise indicated in this report. 5. I researched, verified, analyzed, and reported on any current agreement for sale for the subject property, any offering for sale of the subject property in the twelve months prior to the effective date of this appraisal, and the prior sales of the subject property for a minimum of three years prior to the effective date of this appraisal, unless otherwise indicated in this report. 6. I researched, verified, analyzed, and reported on the prior sales of the comparable sales for a minimum of one year prior to the date of sale of the comparable sale, unless otherwise indicated in this report. 7. I selected and used comparable sales that are locationally, physically, and functionally the most similar to the subject property. 8. I have not used comparable sales that were the result of combining a land sale with the contract purchase price of a home that has been built or will be built on the land. 9. I have reported adjustments to the comparable sales that reflect the market's reaction to the differences between the subject property and the comparable sales. 10. I verified, from a disinterested source, all information in this report that was provided by parties who have a financial interest in the sale or financing of the subject property. 11. I have knowledge and experience in appraising this type of property in this market area. 12. I am aware of, and have access to, the necessary and appropriate public and private data sources, such as multiple listing services, tax assessment records, public land records and other such data sources for the area in which the property is located. 13. I obtained the information, estimates, and opinions furnished by other parties and expressed in this appraisal report from reliable sources that I believe to be true and correct. 14. I have taken into consideration the factors that have an impact on value with respect to the subject neighborhood, subject property, and the proximity of the subject property to adverse influences in the development of my opinion of market value. I have noted in this appraisal report any adverse conditions (such as, but not limited to, needed repairs, deterioration, the presence of hazardous wastes, toxic substances, adverse environmental conditions, etc.) observed during the inspection of the subject property or that I became aware of during the research involved in performing this appraisal. I have considered these adverse conditions in my analysis of the property value, and have reported on the effect of the conditions on the value and marketability of the subject property. 15. I have not knowingly withheld any significant information from this appraisal report and, to the best of my knowledge, all statements and information in this appraisal report are true and correct. 16. I stated in this appraisal report my own personal, unbiased, and professional analysis, opinions, and conclusions, which are subject only to the assumptions and limiting conditions in this appraisal report. 17. I have no present or prospective interest in the property that is the subject of this report, and I have no present or prospective personal interest or bias with respect to the participants in the transaction. I did not base, either partially or completely, my analysis and /or opinion of market value in this appraisal report on the race, color, religion, sex, age, marital status, handicap, familial status, or national origin of either the prospective owners or occupants of the subject property or of the present owners or occupants of the properties in the vicinity of the subject property or on any other basis prohibited by law. 18. My employment and /or compensation for performing this appraisal or any future or anticipated appraisals was not conditioned on any agreement or understanding, written or otherwise, that I would report (or present analysis supporting) a predetermined specific value, a predetermined minimum value, a range or direction in value, a value that favors the cause of any party, or the attainment of a specific result or occurrence of a specific subsequent event (such as approval of a pending mortgage loan application). 19. I personally prepared all conclusions and opinions about the real estate that were set forth in this appraisal report. If I relied on significant real property appraisal assistance from any individual or individuals in the performance of this appraisal or the preparation of this appraisal report, I have named such individual(s) and disclosed the specific tasks performed in this appraisal report. I certify that any individual so named is qualified to perform the tasks. I have not authorized anyone to make a change to any item in this appraisal report; therefore, any change made to this appraisal is unauthorized and I will take no responsibility for it. 20. I identified the lender /client in this appraisal report who is the individual, organization, or agent for the organization that ordered and will receive this appraisal report. Freddie Mac Form 70 March 2005 Page 5 of 6 Form 1004 — "WinTOTAL' appraisal software by a la mode, inc. —1. 800 - ALAMODE Fannie Mae Form 1004 March 2005 Uniform Residential Appraisal Report 'Main File No. 1008R -40621 Pane #7-1 File# 1008R -4062 21. The lender /client may disclose or distribute this appraisal report to: the borrower; another lender at the request of the borrower; the mortgagee or its successors and assigns; mortgage insurers; government sponsored enterprises; other secondary market participants; data collection or reporting services; professional appraisal organizations; any department, agency, or instrumentality of the United States; and any state, the District of Columbia, or other jurisdictions; without having to obtain the appraiser's or supervisory appraiser's (if applicable) consent. Such consent must be obtained before this appraisal report may be disclosed or distributed to any other party (including, but not limited to, the public through advertising, public relations, news, sales, or other media). 22. I am aware that any disclosure or distribution of this appraisal report by me or the lender /client may be subject to certain laws and regulations. Further, I am also subject to the provisions of the Uniform Standards of Professional Appraisal Practice that pertain to disclosure or distribution by me. 23. The borrower, another lender at the request of the borrower, the mortgagee or its successors and assigns, mortgage insurers, government sponsored enterprises, and other secondary market participants may rely on this appraisal report as part of any mortgage finance transaction that involves any one or more of these parties. 24. If this appraisal report was transmitted as an "electronic record" containing my "electronic signature," as those terms are defined in applicable federal and /or state laws (excluding audio and video recordings), or a facsimile transmission of this appraisal report containing a copy or representation of my signature, the appraisal report shall be as effective, enforceable and valid as if a paper version of this appraisal report were delivered containing my original hand written signature. 25. Any intentional or negligent misrepresentation(s) contained in this appraisal report may result in civil liability and /or criminal penalties including, but not limited to, fine or imprisonment or both under the provisions of Title 18, United States Code, Section 1001, et seq., or similar state laws. SUPERVISORY APPRAISER'S CERTIFICATION: The Supervisory Appraiser certifies and agrees that: 1. I directly supervised the appraiser for this appraisal assignment, have read the appraisal report, and agree with the appraiser's analysis, opinions, statements, conclusions, and the appraiser's certification. 2. I accept full responsibility for the contents of this appraisal report including, but not limited to, the appraiser's analysis, opinions, statements, conclusions, and the appraiser's certification. 3. The appraiser identified in this appraisal report is either a sub - contractor or an employee of the supervisory appraiser (or the appraisal firm), is qualified to perform this appraisal, and is acceptable to perform this appraisal under the applicable state law. 4. This appraisal report complies with the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place at the time this appraisal report was prepared. 5. If this appraisal report was transmitted as an "electronic record" containing my "electronic signature," as those terms are defined in applicable federal and /or state laws (excluding audio and video recordings), or a facsimile transmission of this appraisal report containing a copy or representation of my signature, the appraisal report shall be as effective, enforceable and valid as if a paper version of this appraisal report were delivered containing my original hand written signature. APPRAISER SUPERVISORY APPRAISER (ONLY IF REQUIRED) Signature Signature Name Tro . Lamb Name Company Name Connor, Lane & Company Company Name Company Address 2305 Rowland Avenue, Suite 201, Savannah, Company Address Ga 31404 Telephone Number (912) 355 -8883 Email Address troy connorlane @bellsouth.net Date of Signature and Report September 02, 2010 Effective Date of Appraisal September 2, 2010 State Certification # 253885 or State License # or Other (describe) State # State GA Expiration Date of Certification or License 11/30/2010 SUBJECT PROPERTY Telephone Number Email Address Date of Signature State Certification # or State License # State Expiration Date of Certification or License ADDRESS OF PROPERTY APPRAISED 701 Butler Avenue Tybee Island, Ga. 31328 APPRAISED VALUE OF SUBJECT PROPERTY $ 450,000 LENDER /CLIENT Name Frieda Escobar Company Name First Chatham Bank Company Address 111 Barnard Street, Savannah, Ga 31401 Email Address fescobar @firstchatham.com ❑ Did not inspect subject property ❑ Did inspect exterior of subject property from street Date of Inspection EJ Did inspect interior and exterior of subject property Date of Inspection 09/02/2010 COMPARABLE SALES ❑ Did not inspect exterior of comparable sales from street ® Did inspect exterior of comparable sales from street Date of Inspection 09/02/2010 Freddie Mac Form 70 March 2005 Page 6 of 6 Form 1004 — "WinTOTAL" appraisal software by a la mode, inc. — 1-800-ALAMODE Fannie Mae Form 1004 March 2005 Additional Listings Main File No. 1008R -40621 Page #81 File# 1008R -4062 FEATURE I SUBJECT LISTING # 1 LISTING # 2 LISTING # 3 Address 701 Butler Avenue Tybee Island, Ga. 31328 1102 Butler Ave Tybee Island, Ga. 31328 812 Butler Ave Tybee Island, Ga. 31328 701 2nd Ave Tybee Island, Ga. 31328 Proldmity to Subject 0.41 miles S 0.17 miles S 0.08 miles NW List Price $ 669,000 $ 498,000 $ 499,000 $ 479,000 List Price/Gross Liv. Area $ 441.29sq.f.$ 482.56sq.ft. $ 465.49 sq.tt. $ 314.72 sq.ft. Last Price Revision Date 3/2007 7/2010 7/2010 4/2010 Data Source(y MLS MLS MLS Verification Source(s) MLS MLS MLS VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION +( -) $ Adjust. DESCRIPTION +( -) $ Adjust. DESCRIPTION +( -) $ Adjust. Sales or Financing Concessions n/a None n/a n/a n/a n/a Days on Market 33 +/- 98 +/- 197 +/- Location Butler Butler Butler Off Butler +20,000 Leasehold/Fee Simple Fee Simple Fee Simple Fee Simple Fee Simple Site 5,580 Sq.Ft. 7120 6800 4740 View Res /Commercial Res /Beach Block - 25,000 Res /Beach Block - 25,000 Res /Beach 2 Block +25,000 Design (Style) Bungalow Ranch Cottage Cottage Duality of Construction Average/Wood AverageNinyl AverageNinyl AverageNinyl Actual Age 25A/3E 52A/15E 53A/15E 70A/15E AveraQa Avera a Avera e Above Grade Room Count Gross Living Area Total 8d s. Baths Total Bd s. Baths T Bd s Baths Total Bd3 s. Baths 3 26 2 2Average +10,000 5 2 +10,000 6 2 1,516 sq.lt. 1,032 sq.fl. +48,400 1,072 sq.R. +44,400 1,522 sq.ft. 0 Basement & Finished Rooms Below Grade 1,170 Sq.Ft. N/A None n/a +35,100 None n/a +35,100 None n/a +35,100 Functional Utility Good Good Good Good Healing /Cooling FWA/CAC FWNCAC FWNCAC FWA/CAC Energy Efficient Items Typical /CF's Typical /CF's Typical /CF's Typical /CF's Garage /Carport 1 3 parking Pads Coy Porch +5,000 2 Parking pads Entry +5,000 2 Parking Pads Coverd Porch +5,000 Porch/Patio/Deck Coy Pch /Screen Porches,etc.. Scr Side and Bk P Deck Deck Deck Fireplace None None None None Sales to list discount Under Contract Sales Discount11 % - 54,780 Sales Discounl1% - 54,890 Sales Discountl1 % - 52,690 $ 32,410 Net Adjustment (Total) ® + El- $ 18,720 ® + ❑ - $ 14,610 ® + ❑ - Adjusted List Price of Comparables Net 3.8 % Gross 35.8 % $ 516,720 Net 2.9 % Gross 34.9 % $ 513,610 Net 6.8 % Gross 28.8 % $ 511,410 Report the results of the research and analysis of the prior sale or transfer history of the subject property and comparable sales (report additional prior sales on page 3). ITEM SUBJECT LISTING # 1 LISTING # 2 LISTING # 3 Dale of Prior Saie/Transfer No Prior Sales No Prior Sales No Prior Sales No Prior Sales Price of Prior Sale/Transfer Within Three Years Within One Year Within One Year Within One Year Data Source(s) Public Record Public Record Public Record Public Record Effective Date of Data Source(s) Current Current Current Current Comments: Sales price to listing price discount for the subjects area was calculated by taking the difference between the listing price and the actual sales price of the comparables to for a 11% discount, for declining market conditions on Tybee Island, that was applied to all three Listing comparables. All listing comparables fall outside of the target net and gross adjustment percentages due to the subjects additional Storage /unfinished basement and new condition in the as completed condition. No adjustment is made for the effective age on the listing comparables. The current listings are listed at about $65,000 more than the current sales support. The listing are considered to be the best available based on location features and market appeal. In the appraisers opinion the listings prices are designed to help, if sold, the market recover from the recent decline in property values on Tybee Island. March 2005 Form 1004.(AL) - 'WinTOTAL" appraisal software by a la mode, Inc. - 1- B00- ALAMODE Supplemental Addendum Main File No. 1008R -40621 Page #91 File No. 1008R -4062 Client First Chatham Bank Property Address 701 Butler Avenue City Tybee Island County Chatham Stale Ga. Zip Code 31328 Lender First Chatham Bank • URAR : Neighborhood - Description Tybee Island is an established beach community in the Island marketing area of Chatham County. Home on the island date back to the turn of the twentieth century with most development occuring from the 1920's to present day. Homes on Tybee are predominately vinyl, stucco, and frame islander designs that are compatible with regard to size and price range with the surrounding area. Beach front homes make up the upper end of the value range. Fire and police protection are offered by the city of Tybee and places of business, schools, places of worship and shopping are located in the immediate area or in nearby Savannah. • URAR : Neighborhood - Market Conditions Market conditions on Tybee Island reveal an oversupply of homes. Supply currently exceeds demand as segments of the local and national economy are experiencing a declining real estate market, There are currently 173 + /- homes on the market at Tybee Island. Approximately 57 Homes sold during the year prior to this appraisal. This indicates an over supply of inventory for this market, therefore increasing marketing limes and in turn causing declining property values. The oversupply of properties in this market is expected to continue until supply and demand stabilize. Disclaimers: Unless otherwise stated within this report; the existence of hazardous materials, included, but not limited to toxic waste, asbestos, radon gas, or urea formaldehyde foam insulation, which may or may not be present on the property, was not recognized by the appraiser. The appraiser has no knowledge of the existence of such materials on or in the subject property. The appraiser, however, is not qualified to detect such substances. The conclusions and opinions herein are predicated on the assumption that there is no such substance on or in the property that would contribute to or cause a loss in value. No responsibility is assumed for any such condition for the expertise required to discover them. The client is urged to retain an expert in this field, if desired. The appraisal conforms to the Uniform Standards of Professional Appraisal Practice (USPAP), adopted by the Appraisal Standards Board of The Appraisal Foundation except that the departure provision of the USPAP shall not apply. The appraisal contains a signed certification required by the USPAP, and an additional statement that the appraisal assignment was not based on a requested minimum valuation, a specific value, or the approval of a loan. Appraisal Institute Disclaimer: The reported analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the requirements of the Appraisal Institute's Code of Professional Ethics and Standards of Professional Appraisal Practice, which include the Uniform Standards of Professional Appraisal Practice. Expanded "scope of work" comments (the appraiser is permitted to expand the "scope of work" for clarification purposes of which the following is provided for said purposes): a "complete visual inspection of the interior and exterior areas of the subject property" was performed by the appraiser based on conditions readily observable excluding all hidden or obstructed areas and not as a proffesional home inspector. The term "complete" is not an all inclusive term relative to the entire attic and, if applicable, the entire crawl space and other non - habitable areas as a complete detailed physical inspection of every part of the aforementioned areas is not a function of the inspection process relative to residential appraising but is relative to the inspection process by a professional home inspector. The appraiser is not a professional termite or wood destroying organism inspector, environmental inspector, professional mechanical or systems inspector, or professional well and septic system inspector. Improvement ratings and comments regarding improvements, systems, equiptment and real property do not represent any guarantees and /or warranties expressed or implied as guarantees and /or warranties are not a part of the scope of this appraisal. It is not a past of the scope of this appraisal to perform duties relative to that of an attorney -at -law regarding absolute verification of all legal aspect pertaining to the subject property. It is not a part of the scope of this appraisal for the appraiser to perform duties relative to that of a proffesional surveyor regarding absolute verification of all aspects considered and discoveries made by a professional surveyor related to the site and improvements of the subject property. Attempt of discovery of potential adverse influences as a result of human behavior is not part of the scope of work of this appraisal. Form TADD — "WinTOTAL" appraisal software by a la mode, Inc. — 1- 800 - ALAMODE (Main File No. 1008R -40621 Page #101 Building Sketch Client First Chatham Bank Property Address 701 Butler Avenue City Tybee Island County Chatham State Ga. Zip Code 31328 Lender First Chatham Bank 38.3' Above Ground Unfinished Basement 23' Garage 23' Above Ground Unfinished Basement Above Ground Unfinished Basement 15.3' Skat hby Apex Medeu'. 38' Future Screen Porch Master Bath Master Bedroom l screen Porch Bath Bedroom ., Bedmom Porch 30.4' Kitchen Dining Room Living Room 38' co Comments: Code GLA1 First Floor 1515.8 1515.8 First Floor BS!RT Basement 1170.4 1170.4 0.5 x 0.1. x 28.7 1.2 GAR Garage 759.0 759.0 13.7 x 30.4 415.7 P/P Porch 412.7 38.3 x 28.7 1098.9 AREA CALCULATIONS SUMMARY Description Net Size Net Totals LIVING AREA BREAKDOWN Breakdown Subtotals Porch 304.0 716.7 Net LIVABLE Area (rounded) 1516 3 Items (rounded) 1516 Form SKT.81dSkl — "WinTOTAL' appraisal software by a la mode, inc. — 1-800-ALAMODE 'Main File No. 1008R-40621 Page #111 Location Map Client First Chatham Bank Property Address 701 Butler Avenue City Tybee Island County Chatham Stale Ga. Zip Code 31328 Lender First Chatham Bank a la mode, inc: t -'1•* 6.rief tg.dt& ttY.Y otT 1 e do „ . LaUmi A US mot,,i, SVA NStith /Vs ' 1 Thyinrst 1,2 Comparable # 1 10 Bright Street 0.83 miles N vs Jaycees . -Park Comparable #3 116 2nd Ave 0.46 miles N rq 174 sf .Tybee Island Comparable # 2 10 7th Terrace 0.04 miles SE 74. '.a"..:11.6 rf vu „Savannah Se "I, 'erAve At/ BAD r Form MAP.LOC —"WinTOTAL" appraisal software by a la mode, inc. — 1-800-ALAMODE iMain File No. 1008R -40621 Page #121 { Subject Photo Page Client First Chatham Bank Properly Address 701 Butler Avenue City Tybee Island County Chatham State Ga. Zip Code 31328 Lender First Chatham Bank Subject Front 701 Butler Avenue Sales price 300,000 Gross living area 1,516 Total rooms 7 Total bedrooms 3 Total bathrooms 2 Location Butler View Res /Commercial Site 5,580 Sq.Ft. Duality Average/Wood Age 25A/3E Form PIC3x5.SR — "WinTOTAL" appraisal software by a la mode, inc. — 1-800-ALAMODE Subject Rear Subject Street Main File No. 1008R -40621 Page #13.1 Comparable Photo Page Client First Chatham Bank Property Address 701 Butler Avenue City Tybee Island County Chatham State Ga. Zip Code 31328 Lender First Chatham Bank Comparable 1 10 Bright Street Pron. To subject 0.83 miles N Sales price 325,000 Gross living area 1,311 Total rooms 6 Total bedrooms 2 Total bathrooms 2 Location Off Butler View Residential2 blo Site 7000 Sq Ft Quality Average/Wood Age 10A/10E Comparable 2 10 7th Terrace Prox. To subject 0.04 miles SE Sales price 402,000 Gross living area 1,790 Total rooms 7 Total bedrooms 3 Total bathrooms 2 Location Off Butter View Res /Beach aces Site 7280 Sq,Ft Quality Average /wood Age 32A/20E Comparable 3 116 2nd Ave Prox. To subject 0.46 miles N Sales price 370,000 Gross living area 1,596 Total rooms 6 Total bedrooms 2 Total bathrooms 2 Location Off Butler View Residential 2 blc Site 4734 Sq.Ft Quality Average /vinyl Age 30A/20E Form PIC3x5.CR — "WInTOTAL" appraisal software by a In mode, inc — 1- 800 - ALAMODE Main File No. 100b;. Listing Photo Page Client First Chatham Bank Property Address 701 Butler Avenue City Tybee Island County Chatham State Ga. Zip Code 31328 Lender First Chatham Bank Listing 1 1102 Butler Ave Proximity to Subject 0.41 miles s List Price 498,000 Days on Markel 33 +/- Gross Living Area 1,032 Total Rooms 6 Total Bedrooms 2 Total Bathrooms 2 Age 52A/15E Listing 2 812 Butler Ave Proximity to Subject 0.17 miles s List Price 499,000 Days on Market 98 +/- Gross Living Area 1,072 Total Rooms 5 Total Bedrooms 2 Total Bathrooms 2 Age 53A/15E Listing 3 701 2nd Ave Proximity to Subject 0.08 miles NW List Price 479,000 Days on Market 197 +/- Gross Living Area 1,522 Total Rooms 5 Total Bedrooms 3 Total Bathrooms 2 Age 75A/158 Form DLSTRNT.DM #R — "WinTOTAL" appraisal software by a la mode, inc. —1- 800 - ALAMODE 2010 Chatham County Board of Assessors Property Record Card Page 1 of 1 Requested By: READONLY 6/28/2010 4 -0005 -19 -009 701 BUTLER AVE TYBEE ISLAND APPRAISER LESTEPH LAST INSP 03/08/2010 APPR ZONE 000008 LOT 10 -A & PORTION OF LOT 10 -B WARD 2 DAVIS RANDALL L TYBEE PRB 40P 107 .13 AC 419 SUNCREST BL SAVANNAH, GA 31410 CAMA ASMT 335,900 335,900 LAND 2 61,900 61,900 BLDG 1 0 0 OBXF 0 397,800 397,800 Cost - MS SALES BOOK /PAGE INS VI AU RSN PRICE 'CODES - PROPERTY USE 0006 Residential UTA 0004 Tybee Island NBHD 020216.00 T216 Tybee Btl West EXEMPTIONS 5/8/2006 306A 0328 WD I 0 QW 950,000 GRANTOR: Multi Property Sale GRANTEE: DAVIS RANDALL L, 6/21/2002 236Z 0240 NA I U UN GRANTOR: GORDON LOU NORA, GRANTEE: L.N GORDON, LLLP, PERMITS TYPE DATE AMOUNT HISTORY LAND IMPR TOTAL 060339 RN 3/8/2010 Insp 65,000 2010, 335,900 61,900 397,800 Cama 2009 336,000 193,000 529,000 Over COMMENTS 12/17/2008 TY09 NEW PIN, SPLIT OUT OF 4 -5-19- 612 /17/08 PL BUILDING SECTION CONSTRUCTION TYPE 7 % TOTAL DEP% RCN AYB EYB DEPTYPE PHYS EGON FUNC O. RCNLD U.FACTOR MKT VAL 85202 -1 Residential 187,672 1932 1985 MS 27.00 0.00 0.00 UC 40.00 67.00 61,932 61,900 I 16 ' Walk 32 a SECTION TYPE 1 - Main AREA 1,484 TYPE 1 - Single- family Residence FRAME 1 - Stud Frame STYLE 2 - Two Story 100.00% QUALITY 4.00 CONDITION 3.00 # UNITS 0 #OF BEDS /BATHS 4 / 3.10 Enclosed 14 Endo. Sla 8 EHdo 22 Rase I Man - -. le 1 160 ... _ _ Filch■W Pon I • ... .._ .. _ ..- - 16 , '; 28 ' . 10o Haw thhing Area 1324 '11 8 , Mill in Garage 1321 ■ 907 Porch Screened Malls 112 909 14 ' Forth subd Malls 112 x ' 30 ' 904 9o.i Porch wish Roof 'flab Porch w11h Roof. N' 6.1 240 ?11 .09 MO , Hush in c,laQC COMPONENTS UNITS % QUAL R1 108 Frame, Siding, Wood - 100.00 R2 214 Metal, Preformed - 100.00 R3 352 Heat Pump - 100.00 R4 402 Automatic Floor Cover Allowanl - - R6 601 Plumbing Fixtures ( #) 13.00 - R6 602 Plumbing Rough -ins ( #) 1.00 R6 621 Slab on Grade ( % or SF) - 100.00 R6 641 Single 1 -Story Fireplace ( #) 1.00 R7 711 Built -in Garage (SF) 240.00 - 711 Built -in Garage (SF) 1,324.00 R11 904 Slab Porch (SF) with Roof 64.00 - R11 904 Slab Porch (SF) with Roof 240.00 - R11 907 Enclosed Porch (SF), Screenec 112.00 R11 909 Enclosed Porch (SF), Solid Wal 64.00 - R11 909 Enclosed Porch (SF), Solid Wal 112.00 - R11 909 Enclosed Porch (SF), Solid Wal 160.00 rck Sotld-W.dls -+0 64 EXTRA FEATURES 100 BLDG # SYSTEM DESC DIM 1 DIM 2 UNITS AL UNIT PRICE RCN AYB EYB DT ECON FUND SP SP% RCNLD MKT VALUE 44)/1) 141"7 GJor24 2 /3 Zg 4eR X 13 -35-7,32.. LAND ID# USE DESC FRONT DEPTH UNITS /TYPE PRICE ZONING SIZE LCTN TOPO OTHER ADJI ADJ2 ADJB ADJA MKT VALUE 109548 SINGLE FAMILY RES 0 0 4,620.000 SF 89.60 R2 1.00 302,200 LOT SIZE 60X93 109549 SINGLE FAMILY RES 0 0 960.000 SF 48.10 R2 1.00 33,700 LOT SIZE 60X93 ( .14( KCoensrultin— ECngielere id a Sn ury ey& ors • Land P• a nLnei r s c. Architects • Landscape is ..nitects • Environmental Scientist 7 Mall Coon (31406)•P.O. Box 15179•Savamah, Gcorpa 31416 Telcphooe: (912) 354- 8400•Fa•. (912) 3504865•E. -mail: iofo@kemcolcman.com N CU W Z 0 ( LEGEN D O IRS ❑ CMS R/W BSL O CO IRS ROD SET CONCRETE MONUMENT SET RIGHT -OF -WAY BUILDING SETBACK LINE CLEAN OUT WATER METER CMF t4. �l a • o m z 0 00 0 0 .>.. 6' WOODEN -o FENCE o 7 <O h° o) LOT 10 -A 0.13 AC/5,580 S.F. 'X' IN CONCRETE FOUND ST4/C00 0 RE'sr0ENcz. �MF� GUY WIRE N ..vim CONCRETE 0) SIDEWALK W NCE WOODEN FE Z BFe: c A( 12, 'o. 'X' IN CONCRETE FOUND o° (o NOTES: 1. PROPERTY ADDRESS: 701 BUTLER AVE., TYBEE ISLAND, GA. 2. PARCEL IDENTIFICATION NUMBER: 4-0005 -19 -009. 3. THE HORIZONTAL DATUM OF THIS PLAT IS BASED ON PLAT RECORD BOOK 40P -PAGE 107. 4. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, BASE FLOOD ELEVATIONS 11' AND 12', A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP, COMMUNITY No. 1305CO213F, DATED SEPTEMBER 26, 2008. REFERENCE: 1. PLAT RECORD BOOK 40 -P, PAGE 107. 2. PLAT RECORD BOOK D, PAGE 159. SURVEY DATE: 08/05/10 EQUIPMENT USED: ELECTRONIC TOTAL STATION PLAT ERROR OF CLOSURE: 1/204,210 20' 10' 0' 20' GRAPHIC SCALE: 1"=20' SCALE: 1• =209 PROJECT NO 100449 DATE: 08 -0440 DRAWN BY: 1.0DP CHECKED BY MOP SHEET NO: 1/1 DRAWING TITLE. AS -BUILT SURVEY AN AS -BUILT SURVEY OF LOT 10 -A, BEING LOT 10 -A AND PORTION OF LOT10 -B, WARD 2 5TH G.M. DISTRICT, CITY OF TYBEE ISLAND CHATHAM COUNTY, STATE OF GEORGIA PREPARED FOR: LYNN MOODY 11K " Kern —Coley & Co• LLC. Consulting Engineers • • L.. arveyors • • Land Planners Architects • Landscape Architects • Environmental Scientist 7 Mall Court (31406) • P.O. Box 15179. Savannah, Georgia 31416 Telephone: (912) 354-8400. Fax, (912) 356- 1865•E- mail:info @kerncoleman.com LEGEND O IRS IRON SET ❑ CMS CONCRETE MONUMENT SET R/W RIGHT -OF -WAY BSL BUILDING SETBACK LINE O CO CLEAN OUT WATER METER ra 6' WOODEN FENCE o) CO /O og` LOT 10 -A 0.13 AC/5,580 S.F. 'X' IN CONCRETE FOUND STVCCO2.-STORY RFS q't1ep 18 "PALM GUY WIRE oo cv CONCRETE SIDEWALK W 6' WOODEN -- FENCE 17-4 •64, 3' WOODEN FENCE 0 0 7V> 'X' IN CONCRETE o FOUND 0 NOTES: 1. PROPERTY ADDRESS: 701 BUTLER AVE., TYBEE ISLAND, GA. 2. PARCEL IDENTIFICATION NUMBER: 4-0005 -19 -009. 3. THE HORIZONTAL DATUM OF THIS PLAT IS BASED ON PLAT RECORD BOOK 40P -PAGE 107. 4. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, BASE FLOOD ELEVATIONS 11' AND 12', A SPECIAL SURVEY DATE: 08/05/10 FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EQUIPMENT USED: ELECTRONIC TOTAL STATION EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD PLAT ERROR OF CLOSURE: 1/204,210 INSURANCE RATE MAP, COMMUNITY No. 130500213F, DATED 20' 10' 0' 20' SEPTEMBER 26, 2008. REFERENCE: 1. PLAT RECORD BOOK 40 -P, PAGE 107. 2. PLAT RECORD BOOK D, PAGE 159. GRAPHIC SCALE: 1"=20' SCALE: PROJECT NO: 100449 DATE: 08 -04 -10 DRAWN BY MDF CHECKED BY MDF SHEET NO: 1/1 DRAWING T1TLE: AS -BUILT SURVEY AN AS -BUILT SURVEY OF LOT 10 -A, BEING LOT 10 -A AND PORTION OF LOT10 -B, WARD 2 5TH G.M. DISTRICT, CITY OF TYBEE ISLAND CHATHAM COUNTY, STATE OF GEORGIA PREPARED FOR: LYNN MOODY Kern - Coleman & Co. LLC. Consulting Engineers • Land Surveyors • Land Planners Architects • Landscape Architects • Environmental Scientist 7 Mall Court (31406)• P.O. Box 15179• Savannah, Georgia 31416 Telephone: (912) 354- 8400•Fax: (912) 356 - 1865.E -mail: info @kemcoleman.com REFERENCE: 1. PLAT RECORD BOOK 40 -P, PAGE 107. 2. PLAT RECORD BOOK D, PAGE 159. SURVEY DATE: 08/05/2011 EQUIPMENT USED: ELECTRONIC TOTAL STATION PLAT ERROR OF CLOSURE: 1/204,210 N 0 F W Z 0 ( P�GW 6' WOODEN / o FENCE *(g- ° n - oo ln_ � rn .- SP SSC 92.9>, o� 00 / 0 Qom / o / I .- Q� o /o (o co LEGEND ■ CMF O PP GW O SSCO 'O) STMH O SP WM S � V IMIMMMMMiNN a. CMF • 6 'PAL _�;. 7024 59'F= 8, o =:c= :_ = =_ =_ = = = = =1 ' 0 -- _ -_- _ -_..% _•==I / I __ =50.4, LOT 10 -A 0.13 AC/5,580 S.F. TTT -- OHPL -- R/W BFE G 0 ft • \SL •,.. AIMMEMMINNIMIN. CONCRETE MONU POWER POLE GUY WIRE SANITARY SEWER CLEAN OUT STORM SEWER MANHOLE SPIGOT WATER METER ELECTRIC BOX PROPANE TANK COVER OVERHEAD POWER LINE RIGHT -OF -WAY BASE FLOOD ELEVATION (JACENVE t R S 18 "PALM 3' WOODEN FENCE / STuLeo .7.0 Y 8,10, I 4A10 p 7. % SfoENC- /11144-8, SP , 4 4 24. cSP J 'X' IN CONCRETE FOUND PP STMH • I� �X I BRICK PAVERS 6' WOODEN FENCE X�1 A/C DECK zaNE 0 O d 1190k- 2 �e eFE. qe SETBACK REQUIREMENTS: FRONT: 20' REAR: 10' SIDE: 10' a 10 "PALM 3' WOODEN FENCE N>0 24 ,14" 'X' IN CONCRETE FOUND NOTES: 1. PROPERTY ADDRESS: 701 BUTLER AVE., TYBEE ISLAND, GA. 2. PARCEL IDENTIFICATION NUMBER: 4-0005 -19 -009. 3. THE HORIZONTAL DATUM OF THIS PLAT IS BASED ON PLAT RECORD BOOK 40P -PAGE 107. 4. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, BASE FLOOD ELEVATIONS 11' AND 12' (NAVD 88), A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL NUMBER 1305CO213F, DATED: SEPTEMBER 26, 2008. 0 o' / / PPG SCALE: PROJECT NO DATE: DRAWN BY CHECKED BY 1" =259 100499 8/05/2011 51DF SHEET NO 1/1 DRAWING TITLE: AS -BUILT SURVEY :r o / o / / / / 20' 20' GRAPHIC SCALE: 1"=20' AN AS -BUILT SURVEY OF LOT 10 -A, BEING LOT 10 -A AND PORTION OF LOT 10 -B, WARD 2 5TH G.M. DISTRICT, CITY OF TYBEE ISLAND CHATHAM COUNTY, STATE OF GEORGIA PREPARED FOR: LYNN MOODY Kern-Coleman & Co. xic. Consulting Engineers • Land Surveyors • Land Planners Architects • Landscape Architects • Environmental Scientist 7 Mall Court (31406)•P.0, Box 15179 -Savannah, Georgia 31416 Telephone: (912) 354.6400•Par ( 912) 356- 1865•E- aulleis recolemuei,eom REFERENCE: 1. PLAT RECORD BOOK 40 -P, PAGE 107. 2. PLAT RECORD BOOK D, PAGE 159. SURVEY DATE: 08/05/2011 EQUIPMENT USED: ELECTRONIC TOTAL STATION PLAT ERROR OF CLOSURE: 1/204,210 N U W Z Q h. S P LEGEND V DEIR0e0 -7 ;s CMF PP GW SSCO STMH SP WM CONCRETE MONUMENT FOUND POWER POLE GUY WIRE SANITARY SEWER CLEAN STORM SEWER MANHOL SPIGOT WATER METER ELECTRIC BOX PROPANE TANK COVER -- OHPL -- OVERHEAD POWER LINE R/W RIGHT -OF -WAY BFE BASE FLOOD ELEVATION G 0 ft o ,/io 0 o a0 0 / '0 6' WOODEN o FENCE 10. S 18 'PALM OUT CV3 - 28 -6/ 3' WOODEN FENCE 0) 2 ., rasa SP PP 'X' IN CONCRETE FOUND TMH 2/o 0 0 O a °O / cm to o /o a. ce o 4. �atX I BRICK el PAVERS 6' WOODEN X FENCE ��. A/C DECK 20 Bfit gFE, 1 A SETBACK REQUIREMENTS: FRONT: 20' REAR: 10' SIDE: 10' N0 ?4.744 'X' IN CONCRETE FOUND NOTES: 1. PROPERTY ADDRESS: 701 BUTLER AVE., TYBEE ISLAND, GA. 2. PARCEL IDENTIFICATION NUMBER:4 -0005 -19 -009. 3. THE HORIZONTAL DATUM OF THIS PLAT IS BASED ON PLAT RECORD BOOK 40P -PAGE 107. 4. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, BASE FLOOD ELEVATIONS 11' AND 12' (NAVD 88), A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL NUMBER 1305CO213F, DATED: SEPTEMBER 26, 2008. / / PP ria GRAPHIC SCALE: 1"=20' sCALE 1 ".3' PROJECT NO: 100449 DATE: 8/05/2111 bRAWN II14 F as CHECKED BY DIDP $FLEET NO: 1/1 DRAWING T17LE AS -BUILT SURVEY AN AS -BUILT SURVEY OF LOT 10 -A, BEING LOT 10 -A AND PORTION OF LOT 10 -B, WARD 2 5TH G.M. DISTRICT, CITY OF TYBEE ISLAND CHATHAM COUNTY, STATE OF GEORGIA PREPARED FOR: LYNN MOODY Printed: 9/3/2010 15:11:58 Register: 1 Clerk: PMB Official Tax Receipt Phone: (912) 652 -7100 Chatham Fax: (912) 652 -7101 www.chathamtax.org 133 Montgomery St., 1st Floor P. Savannah, GA 31412 Trans No Property 1D /District Description Original Due Interest & Penalty Prey Paid Amount Due Amount Paid Transaction Balance 142681 40005 19009 / 040 5,909.78 1,122.88 0.00 7,265.16 7,265.16 0.00 Year -Bill No LOT 10 -A & PORTION OF LOT 10 -B 211,600.001 Fees 2,436.79 j 2,229.63 COUNTY SALES TAX CREDIT 2009 - 111686 WARD 2 TYBEE -.971 - 207.161 COUNTY SCHOOL M &O I 529,000.001 211,600.001 1 211,600.001 FMV: $529,000.00 2,836.29 232.50 TYBEE ISLAND 1 529,000.001 211,600.01 1 211,600.001 3.731 790.961 790.96 TOTALS I Paid Date Current Due 6,1.16:94 - 207.161 5,909.78 9/3/2010 15:11:50 0.00 Transactions: 142681 - 142681 Totals 5,909.78 1,355.38 0.00 7,265.16 7,265.16 0.00 DAVIS RANDALL L 419 SUNCREST BL SAVANNAH, GA 31410 Chatham County Tax Commissioner www.chathamtax.org 133 Montgomery St., 1st Floor P. O. Box 9827 Savannah, GA 31412 Phone: (912) 652 -7100 Fax: (912) 652 -7101 v$ {, ∎ 1777 5 Building Land i Fair Market Due Value Value Acres !� Value Date • 193,000 336,000 j .0000 529,000 j 12/10/2009 Paid By : FCB BANK/PAYEE 111 BARNARD ST SAV GA Check No Charge Acct 174522 Cash Amt: Check Amt: Charge Amt: Change Amt: Refund Amt: Overpay Amt: 0.00 7,265.16 0.00 0.00 0.00 0.00 Tax Payer: DAVIS RANDALL L Map Code: 40005 19009 REAL Description: LOT 10 -A & PORTION OF LOT 10 -B Location: BUTLER AV 000701 Bill No: 2009 - 111686 District: 040 TYBEE Billing Date Payment Good Through Exemptions 09/10/2010 f Entity Adjusted FMV Net, ! . Assessment . Exemptions Taxable ' : Value Millage Rate Gross Tax Credit i Net Tax STATE TAX 529,000.001 211,600.01 211,600.001 .251 52.90 I 52.90 1COUNTY a1 &O 529,000.00 211,600.01 211,600.001 11.5161 2,436.79 j 2,229.63 COUNTY SALES TAX CREDIT 1 1 211,600.001 -.971 - 207.161 COUNTY SCHOOL M &O I 529,000.001 211,600.001 1 211,600.001 13,4041 2,836.29 j 2,836.29 TYBEE ISLAND 1 529,000.001 211,600.01 1 211,600.001 3.731 790.961 790.96 TOTALS I 27.929 6,1.16:94 - 207.161 5,909.78 The "Payment Good Through" date is for the tax year indicated above only. If an amount appears in the "Back Taxes" column, a different due date is applicable. In accordance with O.C.G.A. 48 -2 -44, delinquent taxes are charged interest at a rate of 1% per month or any portion of a month. Once taxes are 90 days late, a 10% penalty is added to all bills except those for Homesteaded property which are less than $500.00. Current Due Penalty Interest Other Fees 5,909.78i 590.98' 531.90 232.50. Previous Payments 0.00 Back taxes 0.00" . TOTAL DUE 7,265.161 Printed: 09/03/2010 -71.7117Y/ -1` . "a S'/ ,,C v/ 2-?- '1',/ Jc) "x773' _isot- n/o -z --,sue x v v ' IS' �J� 'wc n k'1' be rlr?�/-1'2.L?i v/? 7V/ _._:.-AI C) cl_Vi )—C[ 0 // - / E (tO rye ate._ 9/)5'19, J/1 mo' ' t_° ' r, - i ry Ped ION ('7J wz 7s' 7Cig ■n/ c ' V '3assYV r- ap cd vavdC Ilt/G WLE" c i 2 o W uu \ 1 h.rvrcosT 1 z50 - a ( (sYV([ \?L) a ub b - °0 °'I 1° • u-awr ?r ci „v + 1 -0 1..4,o --N5 I n S ti3U 511 8 ,3$ 19: 20 - �g3A"_ire,` �m T)z._ " __., r° "S48 si`xt� =``; Path 7?St £='3, r•' :.. .. .t3 L# §:-aim ii�....i �;' ;s:ev mko K. A!! inataMichu ,om,�R, (�'shre �f �' ` Via c, ,s "�i ' �? ' -�- 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m MOODY BEACH COTTAGE Lynn $ Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 31404 a i,124122 i,., ' those COVER SHEET COVER SHEET DOOR AND WINDOW SCHEDULES * ELEVATIONS FIRST FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION FLAN DEMOLITION ELEVATIONS FIRST FLOOR PLAN SECOND FLOOR PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS WALL SECTIONS AND BUILDING DETAILS FOUNDATION * STRUCTURAL DETAILS FOUNDATION PLAN FRAMING FLANS STEEL FRAMING PLAN SHEARWALL PLAN FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN 12/10/10 A201 A202 A301 5100 5101 5102 5103 5104 E101 E102 PROJECT NO. DATE DRAWN BY CHECKED BY 10035.00 12/10/10 ND /BKP ND a 24 I 0 NEIL DAWSON, ARCHITECT, PC 17 DOOR SCHEDULE ; II 11 li DOOR NUMBER ROOM NAME TYPE DESCRIPTION NOMINAL SIZE MANUFACTURER MODEL NO. REMARKS A ** G'-4" W X 5-0"11 PAIR DOUBLE-HUNG WINDOWS (2) 4 OVER 1 MULL TO MATCH EXISTING PAIRED WINDOWS B ** I 0 I A I 0 I B GARAGE A OVERHEAD GARAGE DOOR 9'-0' X 6-0" 2'-8" W X 41-0" 1 - PAINT TO MATCH TRIM GARAGE A OVERHEAD GARAGE DOOR 9'-0" X 6-0" (2) 4 OVER 1 - PAINT TO MATCH TRIM I 0 I C GARAGE B PAIR OUT-SWING CARRIAGE DOORS (2) 3'-0" X 7'-G" - - PAINT TO MATCH TRIM I 0 I D GARAGE F EXTERIOR MDF 2-PANEL DOOR 3'-0" X 7'-0" TRUSTILE TS 2060 - I 02A STORAGE f EXTERIOR MDF 2-PANEL DOOR 3'-0" X 7'-0" TRUSTILE TS 2060 - 102B STORAGE C EXTERIOR STEEL 2-F'ANEL DOOR 3'-0" X 7-0" - - - 103A BEDROOM I G INTERIOR MDF 2-PANEL DOOR 218" X 7-0" TRUSTILE TS 2060 UNDERCUT DOOR I" 103B BEDROOM 1 J INTERIOR MDF 2-PANEL DOOR 2'-0" X 7-0" TRUSTILE TS 2060 - I 03C BEDROOM 1 J INTERIOR MDF 2-PANEL DOOR 2'-0" X 7-0" TRUSTILE TS 2060 104A BATH I G INTERIOR MDF 2-PANEL POCKET DOOR 2'-o," X 7-0" TRUSTILE TS 2060 POCKET 105A BATH 2 G INTERIOR MDF 2-PANEL DOOR 2'-8" X 7'-0" TRUSTILE TS 2060 - I 05B BATH 2 11 INTERIOR MDF 2-PANEL POCKET DOOR 214" X 7-0" TRUSTILE TS 2060 POCKET I OGA HALL K PAIR INTERIOR MDF 2-PANEL DOORS (2) 2'-0" X 7-0" TRUSTILE T5 2060 - I OGB HALL J INTERIOR MDF 2-PANEL DOOR 21-0" X 7'-0" TRUSTILE TS 2060 107A BEDROOM 2 G INTERIOR MDF 2-PANEL DOOR 2'-8" X 7'-0" TRUSTILE TS 2060 UNDERCUT DOOR I " 1075 BEDROOM 2 K PAIR INTERIOR MDF 2-PANEL DOORS (2) 21-0 X 7'-0" TRUSTILE TS 2060 UNDERCUT DOOR I " 108A BEDROOM 3 G INTERIOR MDF 2-PANEL DOOR 21-8" X 7-0" TRUSTILE TS 20G0 I 088 BEDROOM 3 K PAIR INTERIOR MDF 2-PANEL DOORS (2) 21-0 X 7'-0" TRUSTILE TS 2060 - I 08C BEDROOM 3 K PAIR INTERIOR MDF 2-PANEL DOORS (2) 2'-0" X 70" TRUSTILE TS 2060 - I 09A GAME ROOM (ELEV.) F INTERIOR MDF 2-PANEL DOOR 3'-0" X 7'-0" TRUSTILE TS 2060 - I 10A STORAGE G INTERIOR MDF 2-PANEL DOOR 2'-8" X 7-0" TRUSTILE TS 20G0 - I 10B STORAGE Q ACCESS DOOR TO MECHANICAL 3'-0" X 3'-0" - - I 1 1 A HALL C EXTERIOR STEEL 2-PANEL DOOR 3'-0" X 7'-0" - I I 2A OUTDR. SHOWERS P LOUVERED DOOR 3'-0" X 7'-G" - - I I2B OUTDR. SHOWERS P LOUVERED DOOR 3'-0" X 71-6" - 112C OUTDR. SHOWERS P LOUVERED DOOR 3'-0" X 7-6" - - 20IA LIVING / DINING - EXISTING EXTERIOR DOOR (EXISTING) SAND * REPAINT 202A KITCHEN E EXTERIOR MDF DOOR W/ TRANSOM 3'-0" X HT. TO MATCH EIST. FRENCH ORS. (MATCH EXIST.) - 203A MASTER BEDROOM G INTERIOR MDF 2-PANEL DOOR 21-8" X 7'-0" TRUSTILE TS 20G0 - 203B 203C MASTER BEDROOM K PAIR INTERIOR MDF 2-PANEL DOORS (2) 21-0" X 7'-0" TRUSTILE TS 20G0 - MASTER BEDROOM D EXISTING EXTERIOR FRENCH DOOR (D<ISTING) - - RELOCATED EXIST. FRENCH DRS. 204A MASTER CLOSET G INTERIOR MDF 2-PANEL DOOR 2'-8" X 7-0" TRUSTILE TS 2060 - 205A MASTER BATH G INTERIOR. MDF 2-PANEL DOOR 2'-8" X 7-0" TRUSTILE TS 2060 - 205B MASTER BATH 11 INTERIOR MDF 2-PANEL POCKET DOOR 2'-4" X 7'-g TRUSTILE TS 20G0 POCKET 20GA LAUNDRY G INTERIOR MDF 2-PANEL DOOR 21-5" X 7-0" TRUSTILE TS 2060 - 207A HALL N INTERIOR MDF 2-PANEL DOOR W/ GLASS 3'-0" X 7-0" TRUSTILE TS 2060 - 207B HALL M PAIR INTERIOR MDF 2-PANEL DOORS (2) I '-2" X 7'-0" TRUSTILE TS 2060 - 207C HALL (ELEV. CLOSET) F INTERIOR MDF 2-PANEL DOOR 3'-0" X 7'-O TRUSTILE TS 20G0 - 208A BATH h INTERIOR MDF 2-PANEL POCKET DOOR 21-4" X 7'-0" TRUSTILE TS 20G0 POCKET 208B BATH H INTERIOR MDF 2-PANEL POCKET DOOR 2'-4" X 7-0" TRUSTILE TS 2060 POCKET 209A BEDROOM 4 G INTERIOR MDF 2-PANEL DOOR 2'-8" X 7'-0" TRUSTILE T5 2060 - NOTES: I . REFER TO MANUFACTURERS SPECIFICATIONS FOR VARIOUS INTERIOR DOOR, EXTERIOR DOOR AND WINDOW ROUGH OPENING REQUIREMENTS. 2. PROVIDE TEMPERED GLAZING AS REQUIRED BY CODE. SEE DOOR TYPES FOR LOCATIONS OF TEMPERED GLAZING IN DOORS. 3. ALL DOORS TO BE IMPACT RESISTANT, SEE SPECIFICATIONS FOR IMF'ACT REQUIREMENTS. 4. FOR ALL TRUSTILE DOORS, PROVIDE SQUARE STICKING AND FLAT PANEL PROFILES. 9'-0" GI-0" 3'-0" 3'-0" 3'-0" (E_XISTING) 3i-o" 3'-0" 2'-8" 21-4" DAWSON ARCHITECTS T. = TEMPERED 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 . 2111 dawsonarch.com 2'-0" 4'-0" 21-0" 2'-0" 21-4" 3'-0" I '-2" 11-2" 3'-0" 3'-0" (NOT USED) DOOR ELEVATIONS G1_811 ,1v 2L I g 8" 21-10" ,r ,r 2'-10" 21-8" 3'-O" 8" 31-0" 1/4" = I '-0" MOODY BEACH COTTAGE Lynn Donna Moody 1 05 Bonaventure Road Thunderbolt, Georgia 31404 (E.XISTING) (EXISTING) NOTE: VERIFY ALL SIZES AND DIMENSIONS WITH MANUFACTURER. DAIN1 "/O•tD DOOR AND WINDOW SCHEDULES AND ELEVATIONS VVINDOWS, BOONS AND `..37.1YLIGHT8 ST O 10-.90 TALES 002A1, 602A2, 602A3, SErr. 604 AND INC 301.2.i.2 WINDOWS, GLASS DOORS AND SKYLIGHTS SHALL Bri APPROVED ANO INSTALLED TO COMPLY WITH BOTH POSITIVE AND NEGATIVE PRENLIRES, WINDOW ELEVATIONS 1/4" = 1-0" DOOR SCHEDULE N.T.S. WRAP MOISTURE BARRIER OVER TOP NAILING FLANGE WINDOW SCHEDULE ; II 11 li WINDOW TYPE NOMINAL SIZE DESCRIPTION LITE CONMG. REMARKS DAWSON ARCHITECTS T. = TEMPERED 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 . 2111 dawsonarch.com 2'-0" 4'-0" 21-0" 2'-0" 21-4" 3'-0" I '-2" 11-2" 3'-0" 3'-0" (NOT USED) DOOR ELEVATIONS G1_811 ,1v 2L I g 8" 21-10" ,r ,r 2'-10" 21-8" 3'-O" 8" 31-0" 1/4" = I '-0" MOODY BEACH COTTAGE Lynn Donna Moody 1 05 Bonaventure Road Thunderbolt, Georgia 31404 (E.XISTING) (EXISTING) NOTE: VERIFY ALL SIZES AND DIMENSIONS WITH MANUFACTURER. DAIN1 "/O•tD DOOR AND WINDOW SCHEDULES AND ELEVATIONS VVINDOWS, BOONS AND `..37.1YLIGHT8 ST O 10-.90 TALES 002A1, 602A2, 602A3, SErr. 604 AND INC 301.2.i.2 WINDOWS, GLASS DOORS AND SKYLIGHTS SHALL Bri APPROVED ANO INSTALLED TO COMPLY WITH BOTH POSITIVE AND NEGATIVE PRENLIRES, WINDOW ELEVATIONS 1/4" = 1-0" DOOR SCHEDULE N.T.S. WRAP MOISTURE BARRIER OVER TOP NAILING FLANGE WINDOW SCHEDULE WINDOW TYPE NOMINAL SIZE DESCRIPTION LITE CONMG. REMARKS A ** G'-4" W X 5-0"11 PAIR DOUBLE-HUNG WINDOWS (2) 4 OVER 1 MULL TO MATCH EXISTING PAIRED WINDOWS B ** 2'-10" W X 5-0"11 DOUBLE-HUNG WINDOW 4 OVER 1 - C 2'-8" W X 41-0" 1 DOUBLE-HUNG WINDOW 4 OVER 1 D * G1-8" W X 51-411 PAIR DOUBLE-HUNG WINDOWS (2) 4 OVER 1 MULL TO MATCH EXISTING PAIRED WINDOWS E 61-0" W X 5'-2" h (D(ISTING) RELOCATED EXISTING PAIR OF DOUBLE-HUNG WINDOWS (2) 4 OVER 1 - F 21-8" W X 51-2"11 (EXISTING) RELOCATED EXISTING SINGLE DOUBLE-HUNG WINDOW 4 OVER 1 - NOTES: I . ALL NEW WINDOWS TO BE IMPACT RESISTANT CLAD DOUBLE HUNG WINDOWS. 2. SEE ELEVATIONS FOR SHUTTER LOCATIONS. 3. PROVIDE TEMPERED GLAZING AS REQUIRED BY CODE. 4. * THESE WINDOWS MEET NATIONAL EGRESS CODES FOR FIRE EVACUATION (VERIFY W/ MANUFACTURER). 5. ** THESE WINDOWS MEET NATIONAL EGRESS CODES FOR FIRE EVACUATION FOR USE AT GRADE FLOOR ONLY (VERIFY W/ MANUFACTURER). 5. SEE A9/A002 FOR TYPICAL WINDOW INSTALLATION/TAPING DETAIL. WINDOW SCHEDULE S.A.F. OVER SEAMS OF MOISTURE BARRIER AT TOP FLANGE MOISTURE BARRIER PEELED UP WITH 45 DEGREE SEAMS AT OPENING MOISTURE BARRIER WRAPPED AROUND JAMBS AND SILL S.A.F. OVER MOISTURE BARRIER UNDER NAILING FLANGE (LEAVING FLANGE f_XPOSED) EMERGENCY rdni RE-ScuE OpENNorj MC SECT. 310 ALL EMERGENCY ESCAPF. AND RESCUE OPENINGS SHILL NAVE A MINIMUM NET CLEAR OPENING OF 5.7 SO, FT. EXCEPT GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SO. FT. PROJEC, I NO. DATE DRAWN BY CHECKED BY 1003.00 12/10/10 ND/BKP ND SILL PAN W/ END DAMS, SET IN CONTINUOUS BEAD Of SEALANT S.A.F. OVER MOISTURE BARRIER AT JAMBS OVER NAILING FLANGES, LAP OVER S.A.F. AT SILL N.T.S. 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SANITARY TO BE RELOCATED; REFER TO PLANS FOR NEW LOCATION EXIST. SANITARY TO BE RELOCATED; REFER TO PLANS FOR NEW LOCATION Editiclz and S • FIRST FLOOR DEMOLITION PLAN I /4" = I' -0" A15 LEGEND EXISTING CONSTRUCTION TO REMAIN I MATERIALS TO BE REMOVED GENERAL DEMOLITION NOTES * ALL DEMOLITION MUST COMPLY WITH THE REQUIREMENTS OF O511A, LOCAL BUILDING CODES, AND OTHER APPLICABLE REGULATORY STANDARDS FOR DEMOLITION WORK. * THE CONTRACTOR IS REQUIRED TO VERIFY ALL EXISTING CONDITIONS AND WILL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES WITH THE DRAWINGS. * COMPLY WITH EPA, STATE, AND GOVERNING BODIES REGULATIONS DURING DEMOLITION. * LOCATE, IDENTIFY, SHUT OFF, AND CAP OFF MECP SERVICES TO BE DEMOLISHED. REUSE UTILITIES FOR PROPOSED CONSTRUCTION AS NECESSARY. * CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT SPACES AND THE SITE. * PROVIDE AND MAINTAIN SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE BUILDING STABILITY AND PREVENT MOVEMENT, StI I LEMENT, OR COLLAPSE. ALL SHORING NECESSARY FOR TEMPORARY SUPPORT OF EXISTING FLOOR AND ROOF SYSTEMS DURING DEMOLITION SHALL BE PROVIDED AND DESIGNED BY THE CONTRACTOR. * PROTECT BUILDING STRUCTURE AND INTERIOR FROM WEATHER AND WATER LEAKAGE AND DAMAGE. * PROTECT WALLS, CEILINGS, FLOORS, AND EXPOSED FINISHES, CASEWORK, PLUMBING, DOORS AND WINDOWS THAT ARE TO REMAIN. * NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. * BRICK SIDING AND EXTERIOR TRIM SHOWN TO BE REMOVED SHALL BE REPLACED TO MATCH EXISTING MATERIALS AND FINISH. THE CONTRACTOR SHALL COORDINATE REMOVAL OF OTHER TRIM AND LOCATIONS DETERMINED TO BE NECESSARY FOR PROPOSED CONSTRUCTION. * PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES OF BUILDING CAUSED BY DEMOLITION. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO REMAINING ADJOINING CONSTRUCTION. * PROMPTLY REMOVE DEMOLISHED MATERIALS FROM OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. DO NOT BURN DEMOLISHED MATERIALS. COORDINATE WITH ARCHITECT ITEMS TO BE SALVAGED. * REMOVE ALL EXISTING ELECTRICAL OUTLETS, SWITCHES, LIGHTING, CONDUIT, I.T. COMPONENTS, AND RELATED COMPONENTS AT AREAS TO BE DEMOLISHED AND RELOCATE WHERE SHOWN ON DRAWINGS. * COORDINATE REMOVAL OF ELECTRICAL LIGHTING FIXTURES. DEMOLISH WIRING TO SOURCE OR REUSE FOR PROPOSED CONSTRUCTION. * BUILDING TO BE LOCKABLE AT ALL TIMES DURING DEMOLITION AND AT ALL TIMES OF CONSTRUCTION. SECURE ANY DEMOLITION OPENINGS DURING ALL NON - CONSTRUCTION HOURS. * NOTE: EXISTING HOUSE TO BE LIFTED TO 9' -0" ABOVE NEW SLAB TO BOTTOM OF EXISTING BEAM. * COORD. INSTALLATION OF NEW STEEL POST AND BEAMS WITH HOUSE MOVING EQUIPMENT * PROCESSES. * ONCE HOUSE IS LIFTED, DEMOLISH EXISTING POSTS, WALLS, SLAB AND ALL OTHER IMPROVEMENTS TO ALLOW NEW CONSTRUCTION OF FIRST FLOOR AS INDICATED. ADDITIONAL NOTES * EXISTING HOUSE TO BE LIFTED TO 9' -0" ABOVE NEW SLAB TO BOTTOM OF EXISTING BEAM. * COORD. INSTALLATION OF NEW STEEL POST AND BEAMS WITH HOUSE MOVING EQUIPMENT * PROCESSES. * ONCE HOUSE IS LIFTED, DEMOLISH EXISTING POSTS, WALLS, SLAB AND ALL OTHER IMPROVEMENTS TO ALLOW NEW CONSTRUCTION OF FIRST FLOOR AS INDICATED. * HEADER SCHEDULE AS FOLLOWS: HEADER FOR OPENINGS UNDER G' -0 ": (2) 2X8 W/ 1/2" PLYWOOD FLITCH 5YP #2 HEADER FOR OPENINGS G' -0" - 8'0 ": (2) 2X I 0 WI 1/2" PLYWOOD FLITCH SYP #2 HEADER FOR OPENINGS OVER 8' -0 ": (2) I -314X I I -7/8 LVL DEMOLITION LEGEND AND GENERAL DEMO NOTES N.T.S. D A W S O N ::::::441111114‘H A R C H I T E C T S 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m MOODY BEACH COTTAGE Lynn * Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 31404 FIRST FLOOR DEMOLITION PLAN PROJECT NO. DATE DRAWN BY CHECKED BY 1 0035.00 12 /I0 /10 ND /BKP D101 0 20 I 0 NEIL 010/50t■ , ARCtiiTEC . PC ND 18, 26 REMOVE EXIST. EXTERIOR MASONRY STAIRS t �c�t-- t------ tC - - - -- tC�t — --- r-- -T- - -t- -- DN N -U- REMOVE EXIST. HANDRAILS ■ REMOVE EXIST. SCREEN * SCREEN FRAMING SYSTEM \\ REMOVE EXIST. SIDING \ AT SCREENED PORCH 1 AREA ONLY REMOVE EXIST. PLASTER AND LATH, TYP. 1' 1i 1; .u. CD tz EXISTING WINDOW TO BE REMOVED AND RELOCATED, SEE FLOOR PLANS EXISTING DOOR TO BE REMOVED AND RELOCATED, SEE FLOOR PLANS REMOVE EXIST. PIASTER AND LATH, TYP. C_ BOX -OUT FLOOR FRAMING AT FUTURE ELEVATOR LOCATION 1r 19' -7" --1 I u EXISTING DOOR TO BE REFURBISHED n JI EXIST. ELECTRICAL PANEL TO BE RELOCATED REMOVE EXIST. PLASTER AND LATH, TYP. EXISTING WINDOW TO BE REMOVED EXISTING WINDOW TO BE REMOVED EXIST. SHOWER PLUMBING TO BE RELOCATED r- D C-1 r� C, r 11 11 L JL JL.] r CJ L=� L r 1 Li 11 11 11 J L �! REMOVE EXIST. PLUMBING n EXIST. WASHER / DRYER CONNECTIONS TO BE REMOVED * RELOCATED r'� Y I iaeSi$ tic3i1E1 EXISTING WINDOW TO BE REMOVED AND RELOCATED, SEE FLOOR PLANS REMOVE EXIST. DOOR LEGEND 177- //- L_1 1 EXISTING CONSTRUCTION TO REMAIN MATERIALS TO BE REMOVED J GENERAL DEMOLITION NOTES * ALL DEMOLITION MUST COMPLY WITH THE REQUIREMENTS OF OSHA, LOCAL BUILDING CODES, AND OTHER APPLICABLE REGULATORY STANDARDS FOR DEMOLITION WORK. * THE CONTRACTOR I5 REQUIRED TO VERIFY ALL EXISTING CONDITIONS AND WILL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES WITH THE DRAWINGS. * COMPLY WITH EPA, STATE, AND GOVERNING BODIES REGULATIONS DURING DEMOLITION. * LOCATE, IDENTIFY, SHUT OFF, AND CAP OFF ME *P SERVICES TO BE DEMOLISHED. REUSE UTILITIES FOR PROPOSED CONSTRUCTION AS NECESSARY. * CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT SPACES AND THE SITE. * PROVIDE AND MAINTAIN SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE BUILDING STABILITY AND PREVENT MOVEMENT, StI I CEMENT, OR COLLAPSE. ALL SHORING NECESSARY FOR TEMPORARY SUPPORT OF EXISTING FLOOR AND ROOF SYSTEMS DURING DEMOLITION SHALL BE PROVIDED AND DESIGNED BY THE CONTRACTOR. * PROTECT BUILDING STRUCTURE AND INTERIOR FROM WEATHER AND WATER LEAKAGE AND DAMAGE. * PROTECT WALLS, CEILINGS, FLOORS, AND EXPOSED FINISHES, CASEWORK, PLUMBING, DOORS AND WINDOWS THAT ARE TO REMAIN. * NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. UM CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. * BRICK SIDING AND EXTERIOR TRIM SHOWN TO BE REMOVED SHALL BE REPLACED TO MATCH EXISTING MATERIALS AND FINISH. THE CONTRACTOR SHALL COORDINATE REMOVAL OF OTHER TRIM AND LOCATIONS DETERMINED TO BE NECESSARY FOR PROPOSED CONSTRUCTION. * PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES OF BUILDING CAUSED BY DEMOLITION. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO REMAINING ADJOINING CONSTRUCTION. * PROMPTLY REMOVE DEMOLISHED MATERIALS FROM OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. DO NOT BURN DEMOLISHED MATERIALS. COORDINATE WITH ARCHITECT ITEMS TO BE SALVAGED. * REMOVE ALL EXISTING ELECTRICAL OUTLETS, SWITCHES, LIGHTING, CONDUIT, I.T. COMPONENTS, AND RELATED COMPONENTS AT AREAS TO BE DEMOLISHED AND RELOCATE WHERE SHOWN ON DRAWINGS. * COORDINATE REMOVAL OF ELECTRICAL LIGHTING FIXTURES. DEMOLISH WIRING TO SOURCE OR REUSE FOR PROPOSED CONSTRUCTION. * BUILDING TO BE LOCKABLE AT ALL TIMES DURING DEMOLITION AND AT ALL TIMES OF CONSTRUCTION. SECURE ANY DEMOLITION OPENINGS DURING ALL NON - CONSTRUCTION HOURS. * NOTE: EXISTING HOUSE TO BE LIFTED TO 9' -O" ABOVE NEW SLAB TO BOTTOM OF EXISTING SEAM. * COORD. INSTALLATION OF NEW STEEL POST AND BEAMS WITH HOUSE MOVING EQUIPMENT * PROCESSES. * ONCE HOUSE IS LIFTED, DEMOLISH EXISTING POSTS, WALLS, SLAB AND ALL OTHER IMPROVEMENTS TO ALLOW NEW CONSTRUCTION OF FIRST FLOOR AS INDICATED. ADDITIONAL NOTES * EXISTING HOUSE TO BE LIFTED TO 9' -0" ABOVE NEW SLAB TO BOTTOM OF EXISTING BEAM. * COORD. INSTALLATION OF NEW STEEL POST AND BEAMS WITH HOUSE MOVING EQUIPMENT * PROCESSES. * ONCE HOUSE IS LIFTED, DEMOLISH EXISTING POSTS, WALLS, SLAB AND ALL OTHER IMPROVEMENTS TO ALLOW NEW CONSTRUCTION OF FIRST FLOOR AS INDICATED. * HEADER SCHEDULE AS FOLLOWS: HEADER FOR OPENINGS UNDER G' -0 ": (2) 2X8 W/ 1/2" PLYWOOD FLITCH SYP #2 HEADER FOR OPENINGS G' -0" - 80": (2) 2X I 0 W/ 1/2" PLYWOOD FLITCH SYP #2 HEADER FOR OPENINGS OVER 8' -O ": (2) I -3/4X I I -7/8 LVL SECOND FLOOR DEMOLITION PLAN 1/4" = I' -0" A15 DEMOLITION LEGEND AND GENERAL DEMO NOTES N.T.S. (L- DAWSON A R C H I T E C T S 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m MOODY BEACH COTTAGE Lynn - Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 31404 SECOND FLOOR DEMOLITION PLAN PROJECT NO. DATE DRAWN BY CHECKED BY 10035.00 12/10/10 ND /BKP D102 © 2010 NEIL DAWSON, ARCIIITECT, PC ND 10 17 . 18 u Ii Ii u u u rrr _L r, : • RAISE EXISTING HOUSE I_ J JIIL JI l III - -- -- r - - --1 r - - -� � 441151 -� I III I 11 1 1 I I t I II • . III - L___J 1— . L___J —I �I 1 { 14• • '• III r - - --I r - - --I r - - --I r - - --I II T, r 1 r1 JJ L ••1111 I 11 I I II 1 II J 111 1 I I I I 11 I II d IL: 1,. • IIF L__ —.l L___J L___J L - -_J -i1 IIr - - --I r - - --I r - - --� r - - -� I II I I II 111 I ' �. 5 L I_ L_J __-I r J ",, 11 • 7111111 1 1- --1 L i----1 r - p 1 '. 6 L___J L- 11 • I • • • • L: • ONCE HOUSE IS RAISED, DEMOLISH * REMOVE ALL POSTS, LEGEND WALLS, SLAB AND OTHER IMPROVEMENTS TO ALLOW NEW CONSTRUCTION OF FIRST FLOOR AS INDICATED i MATERIALS TO BE REMOVED L J u I' RAISE EXISTING HOUSE 1r - - - -1� •Irr =� 12- 4 15 16 - 17 18. 19_- 20 PROPERTY LINE EXIST. 6' PRIVACY FENCE TO REMAIN 13' -G" 58' -02" 10-2k A R C H I T E -; 19' -9" 13' -6" I 0-4" 14' -52' 8" 6' -2" I ' -2" EXIST. 6' PRIVACY FENCE TO REMAIN I O' -0" SIDE B.S.L. EXIST. 6' PRIVACY FENCE TO REMAIN STAIR STORAGE 110 (OPTIONAL LAUNDRY) IIIA =lc (3-'\ HALL 111 UP BATH 2 CLOS. EXIST. SANITARY (RELOCATED) BENCH W/ STORAGE BELOW OUTDOOR SHOWERS 7' -I2' 8' -3" TT BATH 1 (-' \ ( 104A 2'- I 0" G'- 112' BEAM ABOVE; FRAME CEILING DOWN TO:8' - - -0" TO CONCEAL BEAM AT -BEDROOM I AND BATH I RETURN AIR GRILLE 8' -5" GAME ROOM BEAM ABOVE MECH. 2' -8" BEDROOM 1 /i�, ri 8'-5 i /i STORAGE All Plum a alas comply with The I `s6er ai'z1 Iii Code 7/XX, E, it ion of Georgia Amendantf, 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m MOODY BEACH COTTAGE Lynn $ Donna Moody 105 Donaventure Road Thunderbolt, Georgia 3 1 404 I9' -10" GARAGE 5'-G" CLOSET VERIFY THAT ELEVATOR CLOSET ALIGNS WI DEPRESSION AT SLAB $ ELEV. CLOSET ABOVE i "_ - -- 5' -10" MECH. CLOSET 1050 (0513 - 3 -2" 5' -0" 4' -8" X BEDROOM 3 EXIST. SANITARY (RELOCATED) 7' -3" iFord I4' -I0" 12' -32' r -30'- I- 1 - " - -- -- - -- NEW GATE I O' -0" SIDE B.S.L. 7-8" 13' -52' 11' -51' EXIST. 3' PICKET FENCE TO REMAIN 58' -OZ" ays m NEW GATE 4" CONCRETE W/ FIBER MESH REINF. ON 4" COMPACTED #57 STONE EXTEND EXIST. PICKET FENCE PROPERTY LINE SEVENTH STREET LEGEND GENERAL NOTES: EXISTING CONSTRUCTION TO REMAIN PROPOSED WALL • ALL DIMENSIONS ARE APPROXIMATE; CONTRACTOR TO FIELD - VERIFY DIMENSIONS PRIOR TO ANY CONSTRUCTION. • ALL EXTERIOR MATERIALS (TREATMENT AND SPECIES), SIZES AND EXPOSURES TO MATCH EXISTING. • ALL TRIM / CORNICE SIZES, PROFILES AND DETAILS TO MATCH EXISTING TRIM / CORNICE CONDITIONS. • INTERIOR WINDOW $ DOOR TRIM FOR NEW WINDOWS $ DOORS TO MATCH EXISTING. FIRST FLOOR PLAN /\ REVISION # I 01-05-1 I REVISE EXTERIOR STAIR AT FRONT; REMOVE EXTERIOR STAIR AT REAR PROJECT NO. . DATE DRAWN BY CHECKED BY 1 0035.00 1 2/10/10 ND /BKP ND FIRST FLOOR PLAN -10 I /4" = I ' -0" 2 3 14 15 O. 2010 NEIL DAV JSON,' 10 i2 3 14 15 16 " 17 18 20` 4' -54' C 13' -84" 9'- I Dig" 8' -0" FIXED LOUVERED PANELS, FIXED LOUVERED PANELS, SEE ELEVATIONS SEE ELEVATIONS T HALL N ROD $ SHELF f MASTER CLOSET STAIR 13' -3" 208E - - -- 208A �o 206A 20' -6" 5' -6" STORAGE "6r �n2A m BEDROOM 4 MASTER BEDROOM bing a .-; Ufl6' must: '4 / ,yr� Fes, U 2.'e�ZWY 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912. 695 .2111 d a w s o n a r c h. c o m MOODY BEACH COTTAGE Lynn Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 3 1 404 WOOD STAIR WARDROBE WARDROBE (V VESTIBULE' FRONT PORCH 27' -62' 2' -8" C.O i 2' -0" 2' -8" C.O. i LIVING / DINING -ATTIC ACCESS 6 LADDER; COORD. SIZE W/ EQUIP. SIZE ... BUILT -INS �0 (3-' 202A 3' -3" = 2' -3" i■ SCREENED PORCH II PORCH 3' -G" s 3' -6" 2' -6" SECOND FLOOR PLAN KNEE WALL BELOW EXISTING 7'- 10" AREVISION # 1 01 -05 -1 1 LEGEND EXISTING CONSTRUCTION TO REMAIN PROPOSED WALL GENERAL NOTES: • ALL DIMENSIONS ARE APPROXIMATE; CONTRACTOR TO FIELD - VERIFY DIMENSIONS PRIOR TO ANY CONSTRUCTION. • ALL EXTERIOR MATERIALS (TREATMENT AND SPECIES), SIZES AND EXPOSURES TO MATCH EXISTING. • ALL TRIM / CORNICE SIZES, PROFILES AND DETAILS TO MATCH EXISTING TRIM / CORNICE CONDITIONS. • INTERIOR WINDOW $ DOOR TRIM FOR NEW WINDOWS $ DOORS TO MATCH EXISTING. REVISE EXTERIOR STAIR AT FRONT; REMOVE EXTERIOR STAIR AT REAR; REVISE COLUMN SPACING AT SCREENED PORCH PROJECT NO. 1 0035.00 DATE 12/10/10 DRAWN BY ND /BKP CHECKED BY ND SECOND FLOOR PLAN 1/4" = 1' -0" 10= 12 13 14 15 1 16 17 18 19 © 2010 NEIL DAWSON, A 1 5 6 7 8 10 _ 12 13 14 15 16 17 8 - 19 20 NOTE: ALL FINISHED MATERIALS * COLORS TO MATCH EXISTING UNLESS OTHERWISE DETERMINE BY OWNER EXISTING DAM BEYOND - CUSTOM LOUVERED PANEL INFILL EXISTING COLUMN EXISTING HANDRAIL $ PICKETS T.O. SUBFLOOR T.O. STEEL BEAM T.O. WINDOWS SCORING IN STUCCO VENEER STUCCO. VENEER .." CLAD WINDOW TO BE DETERMINED BY OWNER, SEE SCHEDULE \TREAD MATERIAL TO MATCH PORCH DECKING LANDING WOOD STRINGER * RISERS WOOD PICKETS, HANDRAIL * POSTS 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 3 141 0 PH. 1 . 912 . 695 .2111 dawsonarch.com MOODY BEACH COTTAGE Lynn Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 3 I 404 Se.et. D.311,5.0 lit\NORAII,2 8 i'-212 1_3;VDDI-If01.3 Stniro hk1) '30" In ile...)1f14-it u3quiro 4"/W Por6y(4G, ran-q) 2t tioc,4c:J murcl kii)',17p110 qi'1,106 ingt-WO iii !,farf7jr-r, popfriVaQirl in (-3, EXTERIOR ELEVATIONS EXISTING METAL ROOF NOTE: ALL FINISHED MATERIALS * COLORS TO MATCH EXISTING UNLESS OTHERWISE DETERMINE BY OWNER PROPOSED ADDITION - METAL ROOF TO MATCH EXISTING EXISTING EXPOSED RAFTER TAILS EAV E TRIM TO MATCH EXISTING RAFTER TAILS TO MATCH EXISTING EXISTING BEAM EXISTING COLUMN EXISTING HANDRAIL * PICKETS WOOD PICKETS, HANDRAIL* POSTS TO MATCH EXISTING WOOD STRINGER* RISERS STRUCTURAL BEAM TO MATCH EXISTING STRUCTURAL BOX COLUMN 'SCREEN TIGHT FRAMING SYSTEM, SEE DETAIL A I 7/A30 I AREVISION # I 01-05-1 I C71-\KINC.IC REVISE EXTERIOR STAIR AT FRONT; REMOVE EXTERIOR STAIR AT REAR PROJECT NO. DATE DRAWN BY CHECKED BY 10035.00 12/10/10 ND/DP ND TREAD MATERIAL TO MATCH PORCH DECKING LANDING CLAD WINDOW TO BE DETERMINED BY OWNER, SEE SCHEDULE SCORING IN STUCCO VENEER STUCCO VENEER OVERHEAD GARAGE DOOR, OVERHEAD GARAGE DOOR, 5EE DOOR SCHEDULE SEE DOOR SCHEDULE MS,2 REPARATiCN.1 REnuinr.D. earagoo (partlq. Arros) 3flRth habitobiG morn oball i tefi horn ,9_11 liabiteblo roomo abovo by not low, than 5/e-inch Ty' X gypsto ot er oquivalent. OPERABLE CARRIAGE DOOR SEE DOOR 50-1EDULItub 3fff'13 driveway opening which connects a •esidantisi lot vial publo IZZZ;3 '--"*1 t '3 At 0-000 4 drivewaV roust be 1,--ncrne.112 MaiV10-. 0 12 13 14 15 17 9 20 2010 NE.11_ DAW501,I, ARClirrECT 10 13 ' 14 15' 16 17 19 20 NOTE: ROOF PITCH TO MATCH EXISTING PROPOSED ADDITION - METAL ROOF TO MATCH EXISTING CLAD WINDOW TO BE DETERMINED BY OWNER, SEE SCHEDULE EXISTING METAL ROOF EXISTING EXPOSED RAFTER TAILS STRUCTURAL BEAM TO MATCH EXISTING STRUCTURAL BOX COLUMN 'SCREEN TIGHT' FRAMING SYSTEM, SEE DETAIL A I 7/A30 I CORNER BOARD TO MATCH EXISTING HORIZ. LAP SIDING TO MATCH EXISTING SKIRT BOARD TO MATCH EXISTING EXISTING HORIZ. LAP SIDING EXISTING CORNER BOARD EXISTING SKIRT BOARD PORCH DECKING TO MATCH EX SKIRT BOARD TO MAT EX SCORING IN STUCCO VENEER STUCCO VENEER iJ 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 3 141 0 PH. 1 . 912 . 695 .2111 dawsonarch.com MOODY BEACH COTTAGE Lynn * Donna Moody I 05 Bonaventure Road Thunderbolt, Georgia 3 I 404 RELOCATED EXISTING WINDOW, SEE PLANS . NOTE: ALL FINISHED MATERIALS COLORS TO MATCH EXISTING UNLESS OTHERWISE DETERMINE BY OWNER F BEYOND - CUSTOM LOUVERED PANEL INFILL E PROPOSED ADDITION - METAL ROOF TO MATCH EXISTING EAVE TRIM TO MATCH EXISTING RAFTER TAILS TO MATCH EXISTING EXISTING METAL ROOF EXISTING EXPOSED AFTER TAILS CORNER BOARD TO MATCH EXISTING HORIZ. LAP SIDING TO MATCH. EXISTING EXISTING HORIZ. LAP SIDING EXISTING CORNER BOARD EXISTING SKIRT BOARD EXISTING BEAM EXISTING COLUMN See. n.a11.5.6 HA4DRAILS & R-312 GUARUNA11.3 Siairs more than 30" in hsigin requiFo 34"/38" handrails, Porches, balconies, ramp & deatto, rio than 30" above grade require 39" fpudranr, Largest opening porinittod EXISTING HANDRAIL * PICKETS WOOD PICKETS, HANDRAIL $ POSTS TO MATCH EXISTING WOOD STRINGER * RISERS F E D C B EXTERIOR ELEVATIONS REVISION # I 01-05-11 REVISE EXTERIOR STAIR AT FRONT; REMOVE EXTERIOR STAIR AT REAR • PROJECT NO. DATE DRAWN BY CHECKED BY 10035.00 12/10/10 ND/E3K1' ND CLAD WINDOW TO BE DETERMINED I3Y OWNER, SEE SCHEDULE SCORING IN STUCCO VENEER STUCCO VENEER 3 10 12 13 - 14 15 : 16- 17 18 19_ 20 17 N C BUTLE EXIST. 3' PICKET FENCE TO REMAIN uJ 001INIMOMMI. OMIMIMM■l• •■■■■■II■I _ - PROPERTY LINE - - - - - - - - - - PE- - - - - - - .M• .1■MONIINNO 411111•••■■•■•■ 4111■1•11■1* .0 NM •II■MIllt• II■1 :Mb .■■■ MEP OW/ ••••■••■ D<IST. 6' PRIVACY FENCE TO REMAIN UP • UP EXIST. 6' PRIVACY FENCE TO REMAIN 581-0i" 101-2i" 191-9" 131-C" 101-4" 141-5P1 T T 1 J_ D 2,-%" Kg. 81-2" STORAGE 110 (OPTIONAL UNDRY) 110A 51-6" STAIR 1 --,- , 1 , 1r , -- — c __J MECH. I ACCESS H OB DOOR —I I 105A 81-3" BATH 1 104 C151 II 8" 6'-2" 11-2" EXIST. SANITARY (A) (RELOCATED) CLOS. 2'-10" —7104 BENCH W/ STORAGE BELOW I 03C 0- I I 103B CLOS. \O SHOWER' BEAM ABOVE; FRAME CEILING DOWN T0,80" TO CONCEAL BEAk1 AT Hr-BEDIWOM I AND B, T I RETURN AIR GRILLE GAME ROOM 109 1.51-0" 8'-5" HALL CLOS. 4.1217-YI 41-3-Y BEAM ABOVE lj 1-21=4-11 BEDROOM 1 VERIFY THAT ELEVATOR CLOSET ALIGNS W/ DEPRESSION AT SLAB zt ELEV. CLOSET ABOVE GARAGE 101 07A C 1 BEDROOM 2 (A) 71-8" NEW GATE INIONI■■■•■•• 41* MIO■ EXTEND EXIST. PICKET FENCE •■• ANNI. ■■■■ ; I I 1? 103 1 21-q" OUTDOOR SHOWERS 112 EXIST. 6' PRIVACY FENCE TO REMAIN- 4'- II / \\\--\ --,- , 1 . -- — c __J 1- f BEDROOM 2 (A) 71-8" NEW GATE INIONI■■■•■•• 41* MIO■ EXTEND EXIST. PICKET FENCE •■• ANNI. ■■■■ ; I I 1? 103 1 21-q" OUTDOOR SHOWERS 112 EXIST. 6' PRIVACY FENCE TO REMAIN- 81-5L-11 A9 191-10" 1 /11 1 I— (1- I / SEiViaiglOh I "[ rai ('rqi DFOEMII-I-orvaclii1 tiabk.1;the Fooaas from 44i liaDitoPfle reOliiolabovo y )10 ipes 24ii,15/E1-in0 E3,17,151 !. i I ocimiaienv ;,/ )- . I I-F" STORAGE 102 Ii I 102/D 51-7k' 0 51-10" EXIST. SANITARY (RELOCATED) GOLF CART) I STORAGE I A301 IMMINIMI• OM OM 011■10■10 PROPERTY LINE o3) PROPERTY LINE 581-4." 4" CONCRETE W/ FIbER MESH REINF. ON 4" COMPACTED #57 STONE AMP •••• ONO 411111101111•11■ .■■■ .■■• 0 10 ORM .111.10, 1101110■1■11 OM. ONO •■••/MNI■ ■••• MS* ••■■•■ ■■• 91-10" 41-4" --j Al PiuTirr.,4 with 1:1 jm)llii Arfteriedi'ontc., LEGEND EXISTING CONSTRUCTION TO REMAIN PROPOSED WALL GENERAL NOTES: • ALL DIMENSIONS ARE APPROXIMATE; CONTRACTOR TO FIELD-VERIFY DIMENSIONS PRIOR TO ANY CONSTRUCTION. • ALL EXTERIOR MATERIALS (TREATMENT AND SPECIES), SIZES AND EXPOSURES TO MATCH EXISTING. • ALL TRIM I CORNICE SIZES, PROFILES AND DETAILS TO MATCH EXISTING TRIM / CORNICE CONDITIONS. • INTERIOR WINDOW * DOOR TRIM FOR NEW WINDOWS DOORS TO MATCH EXISTING. Al FIRST FLOOR PLAN 1/4" = 11-0" 12- - • ARCHITECTS M' K J F D C 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 . 2111 dawsonarch.com MOODY BEACH COTTAGE Lynn Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 31404 FIRST FLOOR PLAN PROJECT NO. DATE DRAWN BY CHECKED BY 10035.00 12/10/10 ND/BKP A101 0 2010 NEIL DAWSON, ARCrlITECT, PC ND 4'- II / \\\--\ --,- , 1 -- — / / tit- \ 81-5L-11 A9 191-10" 1 /11 1 I— (1- I / SEiViaiglOh I "[ rai ('rqi DFOEMII-I-orvaclii1 tiabk.1;the Fooaas from 44i liaDitoPfle reOliiolabovo y )10 ipes 24ii,15/E1-in0 E3,17,151 !. i I ocimiaienv ;,/ )- . I I-F" STORAGE 102 Ii I 102/D 51-7k' 0 51-10" EXIST. SANITARY (RELOCATED) GOLF CART) I STORAGE I A301 IMMINIMI• OM OM 011■10■10 PROPERTY LINE o3) PROPERTY LINE 581-4." 4" CONCRETE W/ FIbER MESH REINF. ON 4" COMPACTED #57 STONE AMP •••• ONO 411111101111•11■ .■■■ .■■• 0 10 ORM .111.10, 1101110■1■11 OM. ONO •■••/MNI■ ■••• MS* ••■■•■ ■■• 91-10" 41-4" --j Al PiuTirr.,4 with 1:1 jm)llii Arfteriedi'ontc., LEGEND EXISTING CONSTRUCTION TO REMAIN PROPOSED WALL GENERAL NOTES: • ALL DIMENSIONS ARE APPROXIMATE; CONTRACTOR TO FIELD-VERIFY DIMENSIONS PRIOR TO ANY CONSTRUCTION. • ALL EXTERIOR MATERIALS (TREATMENT AND SPECIES), SIZES AND EXPOSURES TO MATCH EXISTING. • ALL TRIM I CORNICE SIZES, PROFILES AND DETAILS TO MATCH EXISTING TRIM / CORNICE CONDITIONS. • INTERIOR WINDOW * DOOR TRIM FOR NEW WINDOWS DOORS TO MATCH EXISTING. Al FIRST FLOOR PLAN 1/4" = 11-0" 12- - • ARCHITECTS M' K J F D C 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 . 2111 dawsonarch.com MOODY BEACH COTTAGE Lynn Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 31404 FIRST FLOOR PLAN PROJECT NO. DATE DRAWN BY CHECKED BY 10035.00 12/10/10 ND/BKP A101 0 2010 NEIL DAWSON, ARCrlITECT, PC ND 9 FIXED LOUVERED PANELS, SEE ELEVATIONS • DN FRONT PORCH FIXED LOUVERED PANELS, SEE ELEVATIONS 13' -84" CE> 5'- 102" 201A DN I I RIiER @i 7.7 5" MAXI TR:EAD1 ,a I � I I I Id EA LI DN EA.1 I I I I RbEf 7.5" 7 TII.EA[ S 0 I C .5" I I I I 1 I I I V1AX N./11N EA EA STAIR 207A N COATS II NZ 8'- 102° in HALL 207 r 1 209A 13' -3" BEDROOM 4 209 WARDROBE WARDROBE 19' -7" BATH b 208 2085 205A -1N L,1 W.C. m �C c3-' 3' -92" (3-1 HANGING LAUNDRY 206 206A) 205B> - (3-11 1' 0i" MASTER BATH 205A 2'- W 5 -6" 12' STORAGE `27 CO3) 111 VESTIBULE 0 m N 205 SHOWER 4'='7" /)\ HOWER \7 8' -0" ROD * SHELF [- MASTER CLOSET 204 I \ I \I 20' -6' MASTER BEDROOM 203 4' -6' 203A T.V. �03c) 2' -8" C.O 2' -0" 2' -8" C.O. 72 BUILT -INS P 27-62' G Ij DINING 201 - ATTIC ACCESS 6 LADDER; COORD. SIZE W/ EQUIP. 1 rSIZE 1 l I I_ 3' -6" 2' -6" 3' -3" L- )( X 2' -3" N CO m O N kiDit cN SCREENED PORCH • < 3I -6" z Co KNEE WALL BELOW EXISTING L J Co de 7'- I 0" LEGEND EXISTING CONSTRUCTION TO REMAIN PROPOSED WALL 0 WOOD STAIR GENERAL NOTES: • ALL DIMENSIONS ARE APPROXIMATE; CONTRACTOR TO FIELD - VERIFY DIMENSIONS PRIOR TO ANY CONSTRUCTION. • ALL EXTERIOR MATERIALS (TREATMENT AND SPECIES), SIZES AND EXPOSURES TO MATCH EXISTING. • ALL TRIM / CORNICE SIZES, PROFILES AND DETAILS TO MATCH EXISTING TRIM / CORNICE CONDITIONS. • INTERIOR WINDOW $ DOOR TRIM FOR NEW WINDOWS * DOORS TO MATCH EXISTING. SECOND FLOOR PLAN 1/4" = 1' -0" A R C H I T E C T S 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m MOODY BEACH COTTAGE Lynn $ Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 31404 SECOND FLOOR PLAN PROJECT NO. 1 0035.00 DATE 12/10/10 DRAWN BY ND /BKP CHECKED BY A102 ND 2t 0 2010 NEIL DAWSON, ARCHITECT, PC 2 10 NOTE: ALL FINISHED MATERIALS COLORS TO MATCH EXISTING UNLESS OTHERWISE DETERMINE BY OWNER EXISTING METAL ROOF ARCHITECTS EXISTING EXPOSED RAFTER TAILS EXISTING BEAM BEYOND - CUSTOM LOUVERED PANEL INFILL EXISTING COLUMN EXISTING HANDRAIL $ PICKETS L T.O. SUBFLOOR T.O. STEEL BEAM T.O. WINDOWS ‘1` EXISTING SKIRT BOARD SCORING IN STUCCO VENEER STUCCO VENEER T.O. SLAB K. CLAD WINDOW TO BE DETERMINED BY OWNER, SEE SCHEDULE TREAD MATERIAL TO MATCH PORCH DECKING LANDING WOOD STRINGER* RISERS WOOD PICKETS, HANDRAIL . POSTS LANDING 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 . 2111 dawsonarch.com MOODY BEACH COTTAGE Lynn Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 31404 EAST ELEVATION 1/4" = 11-0" EXTERIOR ELEVATIONS NOTE: ROOF PITCH TO MATCH EXISTING NOTE: ALL FINISHED MATERIALS * COLORS TO MATCH EXISTING UNLESS OTHERWISE DETERMINE BY OWNER PROPOSED ADDITION - METAL ROOF TO MATCH EXISTING EXISTING METAL ROOF EXISTING EXPOSED RAFTER TAILS EAV E TRIM TO MATCH EXISTING RAFTER TAILS TO MATCH EXISTING EXISTING BEAM EXISTING COLUMN EXISTING HANDRAIL $ PICKETS WOOD PICKETS, HANDRAIL * POSTS TO MATCH EXISTING WOOD STRINGER* RISERS ■'. it . ',.: il '■4 '! if ; L ■ II 11 iii 1 L T.O. SUBFLOOR T.O. STEEL BEAM T.O. WINDOWS ‘1` EXISTING SKIRT BOARD SCORING IN STUCCO VENEER STUCCO VENEER T.O. SLAB K. CLAD WINDOW TO BE DETERMINED BY OWNER, SEE SCHEDULE TREAD MATERIAL TO MATCH PORCH DECKING LANDING WOOD STRINGER* RISERS WOOD PICKETS, HANDRAIL . POSTS LANDING 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 . 2111 dawsonarch.com MOODY BEACH COTTAGE Lynn Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 31404 EAST ELEVATION 1/4" = 11-0" EXTERIOR ELEVATIONS NOTE: ROOF PITCH TO MATCH EXISTING NOTE: ALL FINISHED MATERIALS * COLORS TO MATCH EXISTING UNLESS OTHERWISE DETERMINE BY OWNER PROPOSED ADDITION - METAL ROOF TO MATCH EXISTING EXISTING METAL ROOF EXISTING EXPOSED RAFTER TAILS EAV E TRIM TO MATCH EXISTING RAFTER TAILS TO MATCH EXISTING EXISTING BEAM EXISTING COLUMN EXISTING HANDRAIL $ PICKETS WOOD PICKETS, HANDRAIL * POSTS TO MATCH EXISTING WOOD STRINGER* RISERS jI ':1 II 11 iii 1 I 1 1 1 I I I I ,,„ jI 1-1H-1 I 1 1 E=L) ,>I 1 ! ; , il I I 1 1 1 I I 1-1H-1 I 1 1 E=L) ,>I 1 l, il , i. , 1 1 STRUCTURAL BEAM TO MATCH EXISTING STRUCTURAL BOX COLUMN 'SCREEN TIGHT FRAMING SYSTEM, SEE DETAIL A I 7/A30 I T.O. SUBFLOOR T.O. STEEL BEAM T.O. WINDOWS WOOD PICKETS, HANDRAIL * POSTS TO MATCH EXISTING PORCH DECKING TO MATCH EXISTING SKIRT BOARD TO MATCH EXISTING WOOD STRINGLiEC-g4R*R1:1765.6 flijiMPIA11.0 j heifTht rcquire liandeac., pov1fli;g4# rRilip & d;r_Tkr.i MkIt'C f-DTIrle roq(iirt; 4" T.O. SLAB TREAD MATERIAL TO MATCH PORCH DECKING LANDING PROJECT NO. DATE DRAWN BY CHECKED BY 10035.00 12/10/10 ND/I5KP ND TREAD MATERIAL TO MATCH PORCH DECKING LANDING CLAD WINDOW TO BE DETERMINED BY OWNER, SEE SCHEDULE SCORING IN STUCCO VENEER STUCCO VENEER OVERHEAD GARAGE DOOR, 5EE DOOR SCHEDULE OVERHEAD GARAGE DOOR,' OPERABLE CARRIAGE DOORS, SEE DOOR SCHEDULE SEE DOOR SCHEDULE iC ne43.2 0SEPANAT-ION FiEeumED C2arages b-3nealh habitable MOMS shall b Gaparatod from all habitable raisins abovo by not i-azo Typ-z., X gypourti bawl ovivolovit. NORTH ELEVATION 10 11 1/4" = 1-0" © 2010 NEIL DAWSON, ARCHITECT, PC 5 NOTE: ROOF PITCH' TO MATCH EXISTING?• PROPOSED ADDITION - METAL- ROOF TO MATCH EXISTING SAVE TRIM TO MATCH EXISTING RAFTER TAILS TO MATCH EXISTING EXISTING METAL ROOF EXISTING EXPOSED RAFTER TAILS STRUCTURAL BEAM TO MATCH EXISTING STRUCTURAL BOX COLUMN 'SCREEN TIGHT' FRAMING SYSTEM, SEE DETAIL A 17/A30 I EXISTING SKIRT BOARD PORCH DECKING TO MATCH EXISTING SKIRT BOARD TO MATCH EXISTING TREAD MATERIAL TO MATCH PORCH DECKING WOOD STRINGER $ RISERS WOOD PICKETS, HANDRAIL $ POSTS TO MATCH EXISTING GRADE , LANDING CLAD WINDOW TO BE DETERMINED BY OWNER, SEE SCHEDULE II u u u • II • — =\ - CORNER BOARD TO MATCH EXISTING HORIZ. LAP SIDING TO MATCH EXISTING SKIRT BOARD TO MATCH EXISTING EXISTING HORIZ. LAP SIDING EXISTING CORNER BOARD EXISTING SKIRT BOARD T.O. SUBFLOOR Tn. STEEL BEAM T.O. WINDOWS SCORING IN STUCCO VENEER STUCCO VENEER THROUGH -WALL SCUPPER, SEE PLAN H1 THROUGH -WALL SCUPPER, SEE PLAN NOTE: ALL FINISHED MATERIALS $ COLORS TO MATCH EXISTING UNLESS OTHERWISE DETERMINE BY OWNER PROPOSED ADDITION - METAL ROOF TO MATCH EXISTING SAVE TRIM TO MATCH EXISTING RAFTER TAILS TO MATCH EXISTING CORNER BOARD TO MATCH EXISTING HORIZ. LAP SIDING TO MATCH EXISTING EXISTING HORIZ. LAP SIDING EXISTING CORNER BOARD EXISTING SKIRT BOARD WOOD PICKETS, HANDRAIL $ POSTS TO MATCH EXISTING SKIRT BOARD TO MATCH EXISTING PORCH DECKING TO MATCH EXISTING Ahr \ \ T.O. SUBFLOOR T.O. STEEL BEAM T.O. WINDOWS NOTE: ROOF PITCH TO MATCH EXISTING DOOR, SEE DOOR SCHEDULE LOUVERED DOOR, SEE DOOR SCHEDULE T.O. SLAB T.O. SLAB bAKA(I: N \ \ \ RELOCATED EXISTING WINDOW, SEE PLANS WEST ELEVATION t- - u u I J WOOD STAIR POST BEYOND - WOOD STAIR T.O. SLAB T.O. SLAB (.flKH(.7C ii RELOCATED EXISTING WINDOW, SEE PLANS - ?; BEYOND - CUSTOM LOUVERED PANEL INFILL 1 u u u u u U CUSTOM LOUVERED WALL WILL CLAD WINDOW TO BE DETERMINED BY OWNER, SEE SCHEDULE DOOR, SEE DOOR SCHEDULE SCORING IN STUCCO VENEER STUCCO VENEER Sect. R.311.M; HANDRAILS el 8.312 QUARn;,r,IL1 Stairs more than 30" in height regal, 34 "/33" h ntar;;;il3. oi043, 1c nIco inn i) .1 aqq Leap, enJf�� %� '� ii : T Il� a.,�PiA79 '�z #exs fl t' >!il�s ,-.i� i ; $fit? f�l8a' i Yii Iik ;><'I Its EXISTING METAL ROOF FASTING EXPOSED RAFTER TAILS EXISTING BEAM EXISTING COLUMN EXISTING HANDRAIL $ PICKETS WOOD PICKETS, HANDRAIL $ POSTS TO MATCH EXISTING WOOD STRINGER $ RISERS TREAD MATERIAL TO MATCH PORCH DECKING LANDING GRADE I/4" = I' -0" Al SOUTH ELEVATION I /4" = I ' -0" A R C H I T E C T S 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m MOODY BEACH COTTAGE Lynn * Donna Moody 105 bonaventure Road Thunderbolt, Georgia 31404 EXTERIOR ELEVATIONS PROJECT NO. DATE DRAWN BY CHECKED BY 1 0035.00 12/10/10 ND/BKP A202 ND 3` © 2010 NEIL DAW50N, ARCHITECT, PC P.T. SISTERED JOIST (TO MATCH EXISTING PROFILE) PROVIDE NOTCH AT SAVE FOR SOFFIT BOARDS HURRICANE CLIP METAL ROOF TO MATCH EXISTING OVER ICE AND WATER SHIELD AND ROOF SHEATHING P.T. SISTERED JOIST (TO MATCH EXISTING PROFILE) PROVIDE NOTCH AT SAVE FOR SOFFIT BOARDS METAL ROOF TO MATCH EXISTING OVER ICE AND WATER SHIELD AND ROOF SHEATHING SOFFIT BOARDS TO MATCH EXISTTNG SOFFIT BOARDS P.T. TRIM BOARD (B.O. OF TRIM TO ALIGN WITH T.O. BEAM (ADD P.T. FURRING TO BACK) DRIP EDGE FASCIA AND SUB - FASCIA TO .T.O.IDLATE MATCH EXISTING CONDITION 2X8 CEILING JOIST CEILING MATERIAL TO MATCH EXISTTNG FRONT PORCH T.O. PLATE HURRICANE CLIP SOFFIT BOARDS TO MATCH EXISTTNG SOFFIT BOARDS P.T. TRIM BOARD (B.O. OF TRIM TO ALIGN WITH T.O. BEAM DRIP EDGE FASCIA AND SUB - FASCIA TO MATCH EXISTING CONDITION A R C H I T E C T S 2X8 CEILING JOIST ALIGN INTERIOR FINISH (3) 2X8 BEAM WI 1/2" PLYWOOD FLITCH WRAPPED W/ P.T. (#1) TRIM (ALIGN FINISHED FACE BEAM OF WI FINISHED FACE OF COLUMN) 2X BLOCKING AS NEEDED FOR CROWN 7" SQ. STRUCTURAL BOX COLUMN W/ "GO- BOLT" SEE PLAN FOR PLACEMENT INSECT SCREEN -2X4 VERTICAL P.T. SCREEN FRAME BEYOND I z" "SCREEN TIGHT" TRACK ON 2X4 P.T. FRAME, TYP. SCREEN 12' "SCREEN TIGHT' TRACK ON 2X4 P.T. FRAME, TYP. STEEL CABLE AND TURN BUCKLE ASSEBLY SCREENED PORCH P.T. 4 X 4 ACTUAL HORIZONTAL BEDROOM 2X6 STUD WALL @ I G" O.C. W/ I/2" PLYWOOD SHEATHING, 30# BUILDING PAPER* INSULATION PROVIDE 3" X 24" SPACER WI 4" SPACING, TO ALLOW WATER TO DRAIN SHEATHING MEMBRANE TO CONTINUE UP AND OVER AND DOWN INTERIOR WALL MIN I 2" ALIGN T.O. AND B.O. TRIM/SKIRT BOARD TO EXISTTNG SKIRT AND TRIM TO MATCH EXISTING T.O. PLATE P.T. BLOCKING TO BUILD OUT SKIRT BOARD CASING BEAD, TYP. P.T. T *G DECKING ON 2X SLEEPERS (V.I.F. SLEEPERS WILL ALLOW FOR MIN. OF 1/2" STEP DOWN TO T.O. PORCH- IF NOT CUT TO FIT) 'TREX RAIN ESCAPE" MEMBRANE LAP- SIDING TO MATCH EXISTING 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m MOODY BEACH COTTAGE Lynn * Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 3 1 404 NOTE: T.O. SUB -FLOOR TO ALIGN WITH EXISTTNG SUB -FLOOR 2X BLOCKING AS NEEDED FOR BASE MOSITURE BARRIER TO LAP OVER FLASHING 2X8 FLOOR JOIST T.O. SUBFLOOR T.O. PLATE FLASHING OVER P.T. TRIM ALIGN T.O. AND B.O. TRIM /SKIRT BOARD TO EXISTTNG PORCH DECK BELOW 8X8 WOOD COLUMN I -1/2" 'SCREEN TIGHT' TRACK SCREEN . P.T. BLOCKING TO BUILD OUT SKIRT BOARD (3) 2X8 BEAM WI I /2" PLYWOOD FLITCH AT PORCH PERIMETER 'TREX RAIN ESCAPE" MEMBRANE SYSTEM, SCUPPERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS 'TREX RAIN ESCAPE" MEMBRANE SYSTEM CASING BEAD, TYP. CONT. P.T. 2X4 FRAMING SCREEN STANDARD GUTTER WITH DOWNSPOUTS PER 'TREX RAIN ESCAPE" SYSTEM MANUFACTURERS RECCOMENTDATIONS 'TREX RAIN ESCAPE" MEMBRANE SYSTEM TYPICAL LONGITUDINAL SECTION WALL SECTIONS AND BUILDING DETAILS 'TREX RAIN ESCAPE' SYSTEM SCUPPER 'TREX RAIN ESCAPE' MEMBRANE SYSTEM 2X8 FRAMING @ PORCH GO -BOLT BEYOND State En and State Amendments GO -BOLT BEYOND INSULATION INSULATION BEAM CONT. P.T. 2X4 FRAMING 1-1/2" 'SCREEN TIGHT' TRACK SCREEN CART STORAGE 1/2" EXTERIOR WALL SHEATHING WITH VAPOR BARRIER 1/2" EXTERIOR WALL SHEATHING WITH VAPOR BARRIER STORAGE STUCCO OVER PAPERBACK METAL LATH 2X6 STUD WALL @ I G" O.C. W/ 1/2" PLYWOOD SHEATHING, 30# BUILDING PAPER CLOSED CELL FOAM INSULATION 2X6 STUD WALL @ 16" O.C. W/ 1/2" PLYWOOD SHEATHING, 30# BUILDING PAPER $ CLOSED CELL FOAM INSULATION VERTICAL/ HORIZONTAL MULL STUCCO OVER PAPERBACK METAL LATH "GO- BOLT" HOLD DOWN FASTENER THROUGH WALL SCUPPER FOR DRAINS (SEE ELEVATIONS FOR LAYOUT) ANCHOR BOLTS T.O. DEPRESSED SLAB GRADE CASING BEAD, TYP. "GO -BOLT" HOLD DOWN 0a3USICKING AS NEEDED FOR BASE P.T. 2X6 BASE PLATE 6" CONC. SLAB, (SEE PLAN) W/ 6X6 - I OX I 0 W.W.F. FINISHED FLOOR TO BE SELECTED BY OWNER ANCHOR BOLTS CASING BEAD, TYP. 2X BLOCKING AS NEEDED FOR BASE P.T. 2X6 BASE PLATE G" CONC. SLAB, (SEE PLAN) W/ 6X6- I OX I 0 W.W.F. FINISHED FLOOR TO BE SELECTED BY OWNER x .. CONT. P.T. FRAMING CONT. P.T. 2X4 FRAMING 1-1/2" 'SCREEN TIGHT' TRACK SCREEN SCREEN I X4 TRIM /SCREEN STOP CONT. P.T. 2X4 FRAMING CONT. METAL WEEP SCREED CONT. METAL WEEP SCREED FOUNDATION - SEE STRUCTURAL CONT. P.T. 2X4 FRAMING W/ I -2" X 8" OPENING CENTERED ON EACH SCREEN SEGMENT FOR DRAINAGE. PROVIDE SCREENING AT OPENING FOUNDATION - SEE STRUCTURAL PROJECT NO. DATE DRAWN BY CHECKED BY 1 0035.00 12/10/10 N D /BKP ND NOTE: FOR SPECIFIC 'SCREEN TIGHT' INSTALLATION, SEE WALL SECTIONS WALL SECTION WALL SECTION 3/4" = I' -0" SCREEN DETAIL 1-1/2" = 1'-0" © 201 0 NEIL DAWSON, ARCt1ITECT, PC COLUMN, - SEE PLAN GROUT SOLID BASE PLATE, SEE TYP. DETAILS COLUMN FTG. BELOW SLAB THICKENED ----- EDGE OF SLAB COLUMN CL 3/4" B.P. ON 3/4" NON-SHRINK GROUT, SEE TYP. DTLS. (4) 3/40 A.B. (12" MIN. EMBED. IN FTC.) \ #5 CONT. -7 \\ X X COMPACTED SUBGRADE • /- COLUMN, SEE PLAN /- POUR DOWN TO / ENCASE BR Y2N EXPANSION JOINT / - CONC. SLAB ON GRADE SEE PLAN X-10" x 3'-10" X x X X T/SLAB SEE PLAN VAPOR BARRIER - 4" COMPACTED SAND FILL ' (5) #5 EACH WAY @ BOTT. TYPICAL INTERIOR COLUMN FOOTING ScaIe:3/4" = HSS COL, REF. PLAN G14113 2112. /2" (3) 3/4•0 A325N BOLTS Ii Ii STL. BEAM, REF. PLAN 3116-0 HOLE LI PLAN VIEW q, PL 3/8" I16 v FULL HEIGHT STUDS (2) REQUIRED, U.N.0 SIMPSON H2.5A @ TOP AND BOTTOM EVERY OTHER STUD 2 1/2" CRIPPLE STUDS (TYP.) 16" 0.C.-U.N.O. 1 1/2" HSS COL., REF. P 16 13/1613 HOLE LI PLAN VIEW PL 318" STRAPS AT OPENINGS Scale:NOT TO SCALE TYPICAL STEEL FRAMING CONNECTION DETAILS Scale:N.TS. 2 3/4" 3/4" B.P. ON %" NON-SHRINK GROUT, \ SEE TYP. DTLS. (4) %vs A.B. (12" MIN. - EMBED. IN FTG.) ±'N• u_ c-) FIN. GRADE it lyz 0/2,, CL;/ . COL. & PL. ---i-r4-17- Nrii"--iT1 -k \- CL. 4-1 COL, & t......J PL, ,7- 3/4" THICK PL. --/ 2 INTERIOR I- D 0 II II 111211020722111111 3/4" 0 x 1'-4" A.B. WITH NUT & WASHER OR FORGED HEAD E Liz" )r; ; I 1/4 V •..\ 2--o CL. COL. & PL. 3/4" THICK PL. -' CL COL. & WALL 2 EXTERIOR WALL FACE lh" tr:= 10V 511),51/2"1le r" @ EXTERIOR WALL CORNER BASEPLATES @ SQUARE HSS COLUMNS Scale:NOT TO SCALE COLUMN CL COLUMN, SEE PLAN CONC. FILL @ 12"x12"x4"D. SLAB DEPRESSION 1/2" EXP. JOINT MATERIAL 5'-0" LG. #5 DOWEL @ 16" 0.C. /- REF. PLAN FOR SLAB / REINFORCEMENT / / •./ 2'-Cr r4i) #4 CONT. VAPOR BARRIER 4" SAND LAYER '-SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY (2) #5 CONT. TYPICAL EXTERIOR COLUMN FOOTING Scale:3/4" = 1'-0" AL T.O.S. \F SEE ARCH. HSS4x4x1/4 TYP. fcr GRANULAR FILL COMPACT - TO 100% STANDARD PROCTOR DENSITY /. / SUBGRADE COMPACTED // TO 95% STD. PROCTOR / DENSITY -/ 1/2" 0 A307 BOLTS @ 16" O.C. STAGGERED W10x30 0 0 • • -g .-- (2) 2.X6 STUDS ATTACH TO COL. w/ #12 SDS SCREWS @ O.C. STAGGERED i I BOUNDARY NAILING ' 0 0 0 SHEATHING SILL ANCHOR „ BOLTS PER PLAN a 0 C 0 0 0 OR C. WOOD FRAMING @ STEEL Scale:3/4" = 11-0" WOOD STUD WALL PER PLAN 4" CONC. SLAB WI WWF, REF. PLAN 9 VAPOR BARRIER #5 BARS, CONT. RECESSED SLAB DETAIL Scale:3/4" = 1'-0" FOUNDATION DETAILS N.T.S. 11 3 16 ri DAWSON ARCHITECTS 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 . 2111 dawsonarch.com MOODY BEACH COTTAGE Lynn Donna Moody I 05 Bonaventure Road Thunderbolt, Georgia 3 I 404 FOUNDATION AND STRUCTURAL DETAILS PROJECT NO. DATE DRAWN 15Y CHECKED 15Y 1 0035.00 12/10/10 ND/15KP S 1 00 0 2010 NEIL DAWSON, ARCHITECT, PC ND / HEADER SIMPSON A23 OR EQUAL HEADER TO JACK SIMPSON MSTA 24 @ TOP, TYPICAL HEADER STUD/ JACK STUD (2) REQUIRED, UNO @ SIMPSON A23 JACK TO SILL TYPICAL 1 1/2" HSS COL., REF. P 16 13/1613 HOLE LI PLAN VIEW PL 318" STRAPS AT OPENINGS Scale:NOT TO SCALE TYPICAL STEEL FRAMING CONNECTION DETAILS Scale:N.TS. 2 3/4" 3/4" B.P. ON %" NON-SHRINK GROUT, \ SEE TYP. DTLS. (4) %vs A.B. (12" MIN. - EMBED. IN FTG.) ±'N• u_ c-) FIN. GRADE it lyz 0/2,, CL;/ . COL. & PL. ---i-r4-17- Nrii"--iT1 -k \- CL. 4-1 COL, & t......J PL, ,7- 3/4" THICK PL. --/ 2 INTERIOR I- D 0 II II 111211020722111111 3/4" 0 x 1'-4" A.B. WITH NUT & WASHER OR FORGED HEAD E Liz" )r; ; I 1/4 V •..\ 2--o CL. COL. & PL. 3/4" THICK PL. -' CL COL. & WALL 2 EXTERIOR WALL FACE lh" tr:= 10V 511),51/2"1le r" @ EXTERIOR WALL CORNER BASEPLATES @ SQUARE HSS COLUMNS Scale:NOT TO SCALE COLUMN CL COLUMN, SEE PLAN CONC. FILL @ 12"x12"x4"D. SLAB DEPRESSION 1/2" EXP. JOINT MATERIAL 5'-0" LG. #5 DOWEL @ 16" 0.C. /- REF. PLAN FOR SLAB / REINFORCEMENT / / •./ 2'-Cr r4i) #4 CONT. VAPOR BARRIER 4" SAND LAYER '-SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY (2) #5 CONT. TYPICAL EXTERIOR COLUMN FOOTING Scale:3/4" = 1'-0" AL T.O.S. \F SEE ARCH. HSS4x4x1/4 TYP. fcr GRANULAR FILL COMPACT - TO 100% STANDARD PROCTOR DENSITY /. / SUBGRADE COMPACTED // TO 95% STD. PROCTOR / DENSITY -/ 1/2" 0 A307 BOLTS @ 16" O.C. STAGGERED W10x30 0 0 • • -g .-- (2) 2.X6 STUDS ATTACH TO COL. w/ #12 SDS SCREWS @ O.C. STAGGERED i I BOUNDARY NAILING ' 0 0 0 SHEATHING SILL ANCHOR „ BOLTS PER PLAN a 0 C 0 0 0 OR C. WOOD FRAMING @ STEEL Scale:3/4" = 11-0" WOOD STUD WALL PER PLAN 4" CONC. SLAB WI WWF, REF. PLAN 9 VAPOR BARRIER #5 BARS, CONT. RECESSED SLAB DETAIL Scale:3/4" = 1'-0" FOUNDATION DETAILS N.T.S. 11 3 16 ri DAWSON ARCHITECTS 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 . 2111 dawsonarch.com MOODY BEACH COTTAGE Lynn Donna Moody I 05 Bonaventure Road Thunderbolt, Georgia 3 I 404 FOUNDATION AND STRUCTURAL DETAILS PROJECT NO. DATE DRAWN 15Y CHECKED 15Y 1 0035.00 12/10/10 ND/15KP S 1 00 0 2010 NEIL DAWSON, ARCHITECT, PC ND " A u : T . O . S L A B . + 0 - 6 " o L I N E O F l ' - 0 " D E P R E S S E D S L A B A T y F U T U R E E L E V A T O R " : . " I Y I " i / " . : \ " I . I * L _ _ I " " " " L T . O . S L A B - " " " U N E O F F O O T I N G " B E L O W " " " " " . " " / , " . " - - " . i K t t l - \ I . . : " 1 . L _ � I J _ S T E P D O W N " S L A B 4 " " A T " G A R A G E , S T O R A G E * " - O U T D O O R S H O W E R S . " I " S L O P E @ D O O R " T . O . S L A B + 2 " . I . " S L O P E . @ D O O R . . " " 4 1 - 9 " G R A D E 2 , - q 0 ' - 0 " I 0 1 - 0 " I r . . x L I N E O F S L A B L I N E O F T U R N - D O W N F O O T I N G 8 1 - 0 " " 5 . " O N E - S T O R Y 8 D I A M . T H R E A D E D U P L I F T R O D L O C A T E D A T S H E A R W A L L S T W O - S T O R Y g " D I A M . T H R E A D E D U P L I F T R O D L O C A T E D A T S H E A R W A L L S f r D I A M . T H R E A D E D U P L I F T R O D S T O B E L O C A T E D M A X . 4 1 - 0 " 0 . C . , T Y P . F O U N D A T I O N P L A N I / 4 " = I i - - 0 " 1 8 A R C H I T E C T S 1 0 2 0 B r y a n W o o d s L o o p , S u i t e 2 S a v a n n a h , G a 3 1 4 1 0 P H . 1 . 9 1 2 . 6 9 5 . 2 1 1 1 d a w s o n a r c h . c o m L K M O O D Y B E A C H - 7 1 : 7 C O T T A G E G E B , L y n n D o n n a M o o d y I 0 5 B o n a v e n t u r e R o a d T h u n d e r b o l t , G e o r g i a 3 I 4 0 4 F O U N D A T I O N P L A N P R O J E C T N O . 1 0 0 3 5 . 0 0 D A T E 1 2 / 1 0 / 1 0 D R A W N B Y N D / E 3 K P C H E C K E D B Y S 1 0 0 2 0 1 0 N E I L D A W S O N , A R C 1 - 1 1 T E C T , P C N D 0. 13 14 i5 18 19` 0 EXISTING STUD WALL CONSTRUCTION BELOW EXISTING ROOF FRAMING TO REMAIN FAUX P.T. 2X EXTERIOR VALLEY RAFTER P.T. 2X EXPOSED SISTERED -ON RAFTER TAIL SHAPE TO MATCH EXISTING RAFTER TAIL ROOF OVERHANG DIMENSION TO MATCH EXISTING EXISTING FLOOR FRAMING TO REMAIN LEDGER BOARD TO ATTACH TO EXISTING RIM BOARD P.T. 2X I 0 RIM BOARD I I DIM. MATCH EXISTING SUBFASCIA STUD WALL BELOW D A W S O N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m MOODY BEACH COTTAGE Lynn $ Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 3 I404 ROOF OVERHANG DIMENSION TO MATCH EXISTING DETAIL BELOW - 2X8 CEILING FRAMING @ 16" O.C., SEE WALL SECTIONS P.T. 2X EXPOSED SISTERED -ON RAFTER TAIL PROFILE SHAPE TO MATCH EXISTING RAFTER TAIL TYPICAL HURRICANE STRAP MTS16 AT ROOF CONNECTION scale: NOT TO SCALE PORCH COLUMN * BEAM BELOW —� BELOW - 2X8 PORCH CEILING FRAMING @ I G" O.C., SEE J WALL SECTIONS P.T. (2) 2X I 0 RIM BOARDS @ TRANSITION TO PORCH FRAMING P.T. 2X8 FLOOR JOIST @ TRANSITION TO PORCH FRAMING EXPOSED HIP RAFTER PROFILE TO MATCH EXISTING HIP RAFTER P.T. 2X8 RIM BOARD FAUX P.T. 2X EXTERIOR VALLEY RAFTER (3) 2X8 BEAM W/ 1/2" PLYWOOD FLITCH EXISTING ROOF FRAMING TO REMAIN EXISTING STUD WALL CONSTRUCTION BELOW EXPOSED HIP RAFTER PROFILE TO MATCH EXISTING NIP RAFTER NOTES: I . METAL ROOF (TO MATCH EXISTING) OVER ICE * WATER SHIELD OVER 5/8" APA RATED STRUCTURAL PLYWOOD SHEATHING ABOVE, TYP. 2. SEE DETAIL A 16 /S 102 FOR TYP. HURRICANE CLIP DETAILS ONE -STORY 8" DIAM. THREADED UPLIFT ROD LOCATED AT SHEAR WALLS X TWO -STORY 8" DIAM. THREADED UPLIFT ROD LOCATED AT SHEAR WALLS DIAM. THREADED UPLIFT RODS TO BE LOCATED MAX. 4' -0" O.C., TYP. NOTES: I . 3/4" T$G PLYWOOD FLOOR SHEATHING. 2. BUILDING MATERIALS USED BELOW THE DESIGN FLOOR ELEVATION, INCLUDING WOOD FRAMING, FLOOR AND WALL SHEATHING, STAIR STRUCTURE, TREAD AND COMPONENTS, FINISH TRIM, AND SIDING /COVERING SHALL BE PRESSURE - PRESERVATIVE TREATED IN ACCORDANCE W/ AWPA U I OR BE DECAY RESISTANT HEARTWOOD OR REDWOOD, BLACK LOCUST, OR CEDARS. MATERIALS AND INSTALLATION METHODS USED FOR FLOORING AND INTERIOR AND EXTERIOR WALLS AND WALL COVERINGS SHALL CONFORM TO THE PROVISIONS OF FEMA/PIA -TB. FRAMING PLANS PROJECT NO. DATE DRAWN BY CHECKED BY 1 0035.00 12/10/10 ND /BKP ND ROOF FRAMING PLAN AT NEW ADDITION I111-" = I' -0" FLOOR FRAMING PLAN AT NEW ADDITION 1/4" = I' -0" DETAIL 18: I /4" = I' -0" 20 © 20 I 0 NEIL DAW50N, ARCHITECT, PC 4:: - L ---I--- fl- li !1 49' -7" 14' -9" 12' -4k' 10' -0" 12' -52' \ \c \ \c r \ \c \` \` \` W 10x30 W I Oxi30 W 1 0x30 W 1 0x30 O m 0 -m- O co 0 T \ \c W 1 0x30 W 10x30 L 0 CO X O J O m L4 O m 0 1 L W 1 0x30 W 10x30 W 10X30 W 1 0X30 NOTES mommilmale 1 I . SEE ARCH FOR T.O.S. ELEVATION. 2. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING, BRACING, OR GUYING. THE FINISHED STRUCTURE IS CONSIDERED LATERALLY STABLE ONLY WHEN ALL SHEAR WALLS HAVE BEEN CONSTRUCTED AND PROPERLY ATTACHED TO THE STEEL FRAMING SUPPORTING THE EXISTING STRUCTURE. STEEL FRAMING PLAN 1/4" = 1' -0" 0 2Q 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h .. c o m MOODY BEACH COTTAGE Lynn * Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 31404 STEEL FRAMING PLAN PROJECT NO. 1 0035.00 DATE 12/10/10 DRAWN BY ND /BKP CHECKED BY ND 5103 0 2010 NEIL DAWSON, ARCHITECT, PC -I 1- I a I- -.1 STEEL FRAMING PLAN 1/4" = 1' -0" 0 2Q 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h .. c o m MOODY BEACH COTTAGE Lynn * Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 31404 STEEL FRAMING PLAN PROJECT NO. 1 0035.00 DATE 12/10/10 DRAWN BY ND /BKP CHECKED BY ND 5103 0 2010 NEIL DAWSON, ARCHITECT, PC /1-vr D A W S O N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912. 695 .2111 d a w s o n a r c h. c o m MOODY BEACH COTTAGE Lynn * Donna Moody 105 Bonaventure Road Thunderbolt, Georgia 31404 SHEARWALL PLAN HEAVY LINE DENOTES SHEAR WALL LOCATIONS NOTES 1. FLOOR JOISTS, BEAMS AND HEADERS SHALL BE DESIGNED BY OTHERS UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE FRAMED w/ 2x6 NO. 2 SYP OR SFF STUDS @ 16" O.C. 3. ALL EXTERIOR WALL SHEATHING AS FOLLOWS: 1 5/32" APA -RATED 24/16 MIN. WOOD STRUCTURAL PANELS w/ EXTERIOR -GRADE GLUE * w/ 8d COMMON NAILS (0.131 "0x2.5" LONG) AS FOLLOWS: NAILING PATTERN: SUPPORTED EDGES $ DIAPHRAGM BOUNDARIES: 3" O.C. FIELD $ INTERMEDIATE SUPPORTS. 6" O.C. 4. PROVIDE 5/8 "0 x 10" LONG ANCHOR BOLTS OR 1/2 "0 x 6" SIMPSON TITEN HD ANCHOR w/ 2" x 2" x 1/4" THICK WASHER SPACED AT 24" O.C. ALONG WALL SILL PLATE AT ALL EXTERIOR WALLS * AS INDICATED, UNO. PROVIDE (2) BOLTS MIN. PER PIECE * 12" MAX FROM EACH END OF PIECE. grid $ f inche Dame `'t do - � LS b l4'�6Iw 4Y [� ;f' shall 4 corners, withi .t wall ;oars 10 feet he ech m , EX 4' ERI+�iti WA LI !RC SECT. 8502 AND SST THE LENGTH OF SHEAR WA1 MUST zE DETE;= MIN ;D D Ti (S �EATHi 4-! 6�1 moor; i f; e.�tl1 15/02 2 INCH 'c L N PROJECT NO. DATE DRAWN BY CHECKED BY 1 0035.00 1 2/10/10 ND /BKP ND SHEARWALL PLAN N.T.S. a 2010 NEIL DAWSON, ARCHITECT, PC 1 _a_ L 17, :211' WSH 11 DRY STORAGE 110 (OPTIONAL LAUNDRY) ,G CI 0 GFCI STAIR GFCI GAME ROOM 109 J • 41 ' , I i \ 1 42 '-,_,-,.-_-----' \ _74 4F2C,11 ii i — — — -- I CLOS. I I I I __-.. 42"GFC1 iG ciro ,) N --ri- ! -,... H , 0 i: _, ! ! \ /BATH 2 1W \ -- — ----691 /-'--, -,---- I ! ! HALL \ 1 1 , 1/ 769-1,- \ BATH 1 z / iEA,-, ___ / 105 / Li I 1 ' 104 / I, -I, 1211- ! -1--, , i i I FA 111 / J , ' -1 k )...__ -1 TO LIGIIT, AND ; I 1 / / SWITCH ABOVE \ 1 ! 0.4 i(z.`) ) j1 \SHONER/ ' I ..; ; i 1 i 1 ...-- /// ; 0 1 1 1 ----1 i , , . } ■ / _._ FA I/ 1\7- --1 i-- 0 i / ;-- \ - , 7---- , / /cFci, ! TAri, 1 1 ...._,:: .,----tr,_= 7 i 1 \(IN,..) , r HALL CLOS. 11 MECH.1 WP / , i \r--, ,1 , 1 I 1 / 1 I ,......— -.J., 1 '-'■ / / / 1 , ; / z CLOSET MECH. CLOSEt' 10_ BEDROOM 3 108 GFCI rI 1 HALL 106 GFc1_, GEC' / / 1 11 1 1 \ I \ \\ BEDROOM 2 ftl./ EC! 107 CLOSET 1 1 rri OWER 111r 1, z L4 IGFCI - WP ` BEDROOM 1 103 El- ! 110 1 1 - 1 Ca-C.6-S' -11 OUTDOOR SHOWERS 4:#3' • d 112 WP \ I I \ ,1 1_, , t-1-0 ` I I , I I 1 i -J 1 i A 1 ---"\ --I Ill ---1 Irs9N '--\--* L-,-t-t --- — -- 1 ,it I --- GFdil -... ---, i3 NF. 1 / / / 11 GARAGE 101 GFCI th GFCI — -:=5--- — ---1— L — -- 1 ' 1 l 1 i 1 ■ i 1 i — , 1 -- --- l 1 , ----- , ip 1, ,,,,,„\___ ___, il JiH 1_,I 111,1 i P7q! -11, \ l. ! ' \ , , \,.., — — — — ,,, 1 , I \ I , ! ! \ - , I 1 ,, ' tt 1 1 i ! \ r , 1 N --1' \\ \ -1-,--, \ \ 1 11 i i I i ! )1 I1-,„„ j ! 1 ril , 0 1 ',I N: , 1 ii i ,_ ___ ,1 _, 1-----, ill ,, , , ,, , . _ \ Il 1, ,, \ 11 --,1 '1 II \--HI, ,1/r---\- ---- 1, \_ ti ., N.' I N, 1 1: i H 11, 1 7 F \ 7 \ il :I N,.. it 1 11 , i l' 1 11 H ; "1 1 \ 1 \ 1 \( I ' \I 1, I I I 1 '1, 1 \ I 1 '1'l • i Il i 1/ --r___ '•:_—_. II / ..__ 'I G:Fdl 1 !II L ' I I I I I ,11 ‘ _ 1 , GFCI Pale ST.4 / STORAGE 102 II LP- ---- ---- h (a9- Kb -o- GOLF CART STORAGE ELECTRICAL LEGEND GFC1 IL N j TO LIGHTS Alp I SWITCH ABOVE ; / t. ALI_ \-1\11 r--111°--!. :L./h.. .::: C.-OF 0\iti ED Tyb(=,e Lan L41:1\Z (n)Aot t-itittt/i'tird.1! 'rho Nittliontt.:4 F72.E.igtric atD !Mit-10 ;...10 64)-z4un,A,4}-srio, 9tXdb xite,.01-7-tti cc; -141043_ iLt--st fC! p,mt(;,:etion rC,,d ir,,q9p2c-lciQa ir b,,,liiiroorn, garage2, QUI:CiQ47.)r13, and alQng v,ouriterntop-o. WP 11.11 DUPLEX OUTLET GROUND FAULT CIRCUIT INTERUPTER GARBAGE DISPOSAL VVEATHER-PROOF OUTLET SPLIT-WIRED OUTLET 220 V. OUTLET CABLE T.V. JACK TELEPHONE JACK SURFACE MOUNTED CEILING FIXTURE WALL FIXTURE PENDANT RECESSED FIXTURE WATER PROOF FIXTURE 0 [S] FAN FLUORESCENT FIXTURE EXHAUST FAN $ SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH DIMMER SWITCH $F FAN SWITCH C'CEILING FAN FIRST FLOOR ELECTRICAL PLAN I /4" = 11-0" 8 11— 14 DAWSON ARCHITECTS M K c: A 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 dawsonarch.com MOODY BEACH COTTAGE Lynn Donna Moody 105 Donaventure Road Thunderbolt, Georgia 3 1404 FIRST FLOOR ELECTRICAL PLAN PROJECT NO. DATE DRAWN BY CHECKED BY 10035.00 12/10/10 ND/BKF' E101 © 2010 NEIL DAWSON, ARCHITECT, PC ND 14 - •. 20 i 1_11_1 - J Xi 1 — 11-- / I i I / - El `Lc 11 TO L GHTS AND I SWITCH ET$,LOW I LWA STAIR TO EXIST. LIGHTS AT PORCH — 1 FRONT PORCH 0 BEDROOM 4 209 OC i I 1 ! --- - -1 --9 El-- F3- ---. I__ 8 .....-69-4-1 i , 11 i 1 _ A co0RD. W/ CONTRACTOR ,.....ri- i : N i"! / i ELECTRICAL REQUIREMENTS r V r --- V \ V \ I / q I \ 4 .-- L.111"074 I / rLLL 1:144Sp n HALL , i ( __,/ ---. \ \ I 1 / I I\. i W.C. — , I / ---- 1 \ // i; 1 / !I / , 1, I k 1 i i 1 ' SHOW ER ! \ - -- -- — i -42" \ --/- 42 " ' 1 ; :01, 11 . -----. --- --------A---: A, r GFCI I I -- ...-- Q, .;_ . I Iii /' 1 I 1 ---1-- . I I 1 I ....--- , -69-- 1 WSN :_____ I it____, I\ ------If LAUNDRY II 1 11 , i.__ ___ __ - Li rei 1 i WII 1 DRY' \i ; i __II 4D \ 1 MASTER BEDROOM F_ STER-BA 205 [ A SHOWER 207 SHOWE / 111 MASTER CLOSET I. 204 r LA ( ELECTRIC / BATH 1 PANEL tI 208 \ I, „ u LL—±i I G Cj -42 J LA _ 1 I \ /r I LOS / A \ \ , F RE _V__ 206 OR iL STORAGE \!ES\TiB .=?N ANN 203 )[] r LA fOR PUTURE ELEVATOR / /, 1 AIM N 1 7 N/ \ --b91-- Z / \ / / J. WP r '1 Fi \ ; I P / \ :41 \. •.-- --,' / --- LIVING / DINING/ / – ----- // \\ iX----. \ N --r, ! ).69:\..,d- .----- Z i "---- ---- ----- ..--••- 201 / 1/ : 1 : I I r i ; \ \ / 1,1 IV \ / ; ; I ; / 1 II I IGFCI ! I I 42" ' / /Jr 1 c___ \ / I 1 _ ; ii, _ _ _ _ ; r ni. 1\ i 1 ;& , C // , r- I__.(3.._ \/ i ,i 11 / i ! 1 I :REF . 1 ! II 1 .--- ....._ _-- — .„-_. ..._._. .. ,. -.....-. k \ \ / r i W jr ----) , 1) i J I .__, ,--- M-0--1 \ 1 li 1.!___CMPCT I ! . ,-.4". etra. \ 1 42" I I 0°071 ,G7 Tv SCREENED 7/ / 1 11 I I-- (L) 11 ,__ ); PORCH / .- --- 1 1 G CI MO / 'a---- 1 '''' , KITCHEN 4 : Wii WP :01, E 11 11. ICE / \ 202 / 7.,_'N- / I I \ . r 11 *1 !..41111.11 o, (II HGFCI ; 42" _ " 42" ! V GFCI 42IGFci A-N42" 4-1142" NtrGFct I WP 1- J- I , I \ TO LIGHTS AND Fth SWITCH B/EiLOW ELECTRICAL LEGEND IL Nz H IX UT. n 1\1 LOVVED • Land De„veloprnent CociC Aii ii-tql; Th iCiiI Efeslii© i.E.1-7:C 11'n C:s3 r111 . 14 *An, F.",U!1 cl■CrYJ' r461 Pzei eaory "'-" ge,01:5 FCb Prt)trdckiori required fi,NT CL!'434:C1 OD !hmorns, tdoxecpc,, wors and ;no Kiic.chan WP LA DUPLEX OUTLET GROUND FAULT CIRCUIT INTERUPTER GARBAGE DISPOSAL WEATHER-PROOF OUTLET SPLIT-WIRED OUTLET 220 V. OUTLET CABLE T.V. JACK TELEPHONE JACK SURFACE MOUNTED CEILING FIXTURE WALL FIXTURE PENDANT RECESSED FIXTURE WATER PROOF FIXTURE FAN FLUORESCENT FIXTURE EXHAUST FAN $ SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DIMMER SWITCH FAN SWITCH CEILING FAN Al SECOND FLOOR ELECTRICAL PLAN h/4" = I 1-0" F DAWSON ARCHITECTS 1020 Bryan Woods Loop, Suite 2 Savannah, Ga 31410 PH. 1 . 912 . 695 . 2111 dawsonarch.com MOODY BEACH COTTAGE Lynn Donna Moody I 05 Bonaventure Road Thunderbolt, Georgia 3 I 404 SECOND FLOOR ELECTRICAL PLAN PROJECT NO. DATE DRAWN BY CHECKED BY I 0035. 12/10/10 N5/13KP E102 0 2010 NEIL DAWSON, ARCHITECT, PC et,