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10-0005 Davis
sV.F is CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 01-5-2010 PERMIT#: 100005 WORK DESCRIPTION BEDROOM&BATH ADDITION - WORK LOCATION 1705 CHATHAM As-built OWNER NAME ASA DAVIS ADDRESS 7 W CHARLTON ST survey and CITY,ST,ZIP SAVANNAH GA 31401-4303 PHONE NUMBER Elevation CONTRACTOR NAME HOUSE DOCTOR(THE) Certificate ADDRESS CHARLIE ANGELL,INC. CITY STATE ZIP SAVANNAH GA 31412 required at FLOOD ZONE completion BUILDING VALUATION OCCUPANCY FOOTAGE P 00 of project. ro• p 1 TOTAL FEES CHARGED $939.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $78,000.00 TOTAL BALANCE DUE: $939.00 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. IFSignature of Building Inspector or Authorized Agent: ��, /Jv�. _ P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name ASA B.DAVIS Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1705 CHATHAM AVENUE City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) NORTHEASTERLY PORTIONS OF LOTS 1 &2,WARD 6,TYBEE ISLAND A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Let.31.99105 Long.80.85177 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace r enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No ��i:iGCTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Cormunity Number B2.County Name B3.State TYBEE ISLAND,GEORGIA-135164 CHAHTHAM GA. B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 13051C0326 F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 13 B10. Indicate the source of the Base Food Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,.AF,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized LOCALVertica.,Datum NAVD88 Conversion/Comments NONE Check the measurement used. a) Top of bottom floor(including Lasement,crawlspace,or enclosure floor)10.00 feet ❑meters(Puerto Rico only) b) Top of the next higher floor 10.87 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ®feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) NONE._ ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building SEE.COMMENTS ®feet ❑meters(Puerto Rico only) (Describe type of equipment arid location in Comments) f) Lowest adjacent(finished)gra:ie next to building(LAG) 7.3 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 7.8 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lower;elevation of deck or stairs,including 7.3 ®feet El meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement rosy be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. _' °®R/1 ® Check here if comments are p.ovid ad on back of form. Were latitude and longitude in Section A provided by a • licensed land surveyor? ® Yes ❑ No 7 * Certifier's Name BERT B.BARRETT,J. License Number GA.2225 EI' t`A� • Title OWNER/PRESIDENT Company Name BERT BARRETT,JR.LAND SURVEYING,PC. Address 145 NER ROAD City SAVANNAH State GA ZIP Code 31410 �: SU :y Signature* �;` Date 5/27/10 Telephone 912-897-0661 ' ., • 'A FEMA Fo 81-3,Mar 09 See reverse side for continuation. Replaces al 'previous editions WARNING: Due to the possibili•:y that changes may have been done to this residence after this elevation certificate was signed and dated by the surveyor, it is recommended that caution be taken in using this elevation certificate by anyone other than the person indicated in section Al. Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 1705 CHATHAM AVENUE City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View"and"Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. LEFT SIDE VIEW FRONT VIEW r _ " �y••j • t t V" r # .- 21111 ,:15'Z7 y A. e• • c 1 R Vii -'+.. , , I 1 III, +' ' i1, ! c ■ 0 0: ... e la 1 f,I j IIIfir . 1110 6.11, i t. 111 10 y I 1 i REAR VIEW RIGHT SIDE VIEW LOT D-„.,.2— LOT D-1 S/D OF A RECOMBINATION OF A RECOMBINATION OF OF LOTS 1,2 1!.: 3, WARD 6 LOTS 1, 2 & 3, WARD 6 N/F SAVANNAH ARE, PROPERTIES LLC JOHN C. WYLLY, JR. D.B. 307 t.- 457 P.R.B. 11P-14 S.M.B. 31S-85 1/2” R.B.F NEXT TO VERY DISTURBED R.B.F.— N 49°29'45" E - _ 78.12' C.M.F. N 1.23' 1/2" R.B.F. in ,°n A.C. PLATFORM C° 5/8" R.B.F. 0-- N 49"20'55" E-- 68.61' ;NORTHEASTERLY i'� I PORTION LOT 2 10.68,�^ V/ / //,////////// , o J_� a OLD LOT LINE EXISTING, ONE STORY" � ` /FRAME RESIDENCES 6 '''' q' I N r / m(ix.3__� — 72 73,E 0 A n /j// (OUTSIDE 1 'IV SHOWER LOT A ( �/ z k OF A DIVISION OF WESTERN X PORTION OF LOT 1 & THE I,-WOOD PICKLII FENCE--,,,, SOUTHWEST PORTION OF LOT 2 IX 4 ' DAVID C. OVERHOLT f 14:c II NORTHEASTERLY D.B. 160J-001 PORTION LOT 1 Z P.R.B. 8P-55 X Q I g N 'Cr C.M.F. = COIN CRETE MONUMENT FOUND I BBQ PIT R.B.F. = REB,5,R FOUND o I N V I.R.F. = IRON ROD FOUND d-I �„� z L .._x--x-x-x_x • N 50'01'19'" E 129.60' 42.73' C.M.F. o 1" I.R.F. S 49°56'00" W INLET AVENUE 80' R/W STATE OF GEORGIA CHATHAM COUNTY PLAT OF THE NORTHEASTERLY PORTIONS OF LOTS 1 & 2, WARD 6, TYBEIE ISLAND, KNOWN AS No. 1705 CHATHAM AVENUE, TYBEE iLSLAN D, GEORGIA. FOR: ASA B. DA''AS DATE OF SURVEY: MAY 27, 2010 G,0 R Oiq DATE OF PLAT: MAY 3, 2010 l • RFo ' SCALE: 1"= 30' IN MY OPINION THIS PLAT IS A CORRECT ' —'�', -'— ' I� r° REPRESENTATION OF THE LAIIC PLATTED 0' 30' 60' c: E.O.C. FIELD 12 I. 1 686 10 '4/ -1 < ERROR/POINT BERT BARRETT, JR. /32. °suRVE ADJ. METHOD NONE LAND SURVEYING, P.C. e BARO- E.O.C. PLAT 1/ 14,669 145 RUNNER ROAD TOTAL STATION TRIMBLE 5600 SAVANNAH, GA. 31410 (912) 897-0661 PROJECT\01824 5-27-10 „_,E,,_,,,,, t`1`City I 'ybee Island • Community Deve' rent Dept. v„M Inspection Report me `�; �1 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 °` �'� y � INTERNATIONAL ,,,n__, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ; CODECOUNCIL MEMBER Permit No. )0 - =. ---- c Date Requested CD Owner's Name -)) 111 Date Needed "- - i J Gen. Contractor - _ )AL----4-n-7— Subcontractor Contact Information 6.1-7A7711 :- 13 , ")�;Li Project Address 1-7/)c ,44)11-R-1/11 r ., Scope of Work . > .i') '' TPA-Hi ¢ fib,--ht Inspector °7 I C1 Date of Inspection ..,-pWci/,D Inspection ,1 1'v. Pass LLJ P it� 0 Fee -A e ) Inspection Pass ❑ Fail 0 Fee Inspection Pass El Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee City of' )ee Island • Community Develot Dept. Mk% Inspection Report sulk 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 21....a INTERNATIONAL Phone 912.786.4573 ext. 114 . Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. 13 - 00 S Date Requested --' 0 - 10 Owner's Name Mr) .1 . 5 Date Needed S- - 2 1 - (0 Gen. Contractor 143,)•s-e.:3)ac-i-- D r Subcontractor Contact Information 0 li(Is 1 . e.) 313 - 3 -75?'4 Oi.4-)17,Ai Project Address 1 `*-7 0 5- ekig4-kon-, Aied . I Scope of work be 7_,., ci, 4- L..)0,4- k (_?jcil-i-- : or% (, ..i...-zirt ... C V 51-4rA F-Z Inspector Date of Inspection „- Ar ) Inspection r e,n Si)e c4-- -r./iol PI e f (t Lie( '• -ss Fail 0 Fee c\ss — \ Inspection r e .0 5 ) e (4.- 17,- ,,, 0 1 , , 4 k • ( ,A, 1:41ss Ea, Fail 0 Fee 41_3i Cr) Inspection 6 -,a .. i ci:. fl 3 Pass Ei Fail n Fee tl 4 it-')F7 1--/•/,-, r.1.,1 iz,v6-4-R. , .) 6-f-Eri- ri(0 41,.'' "/ pTzt.)di u.), ,) &.0--zkyz. >tie---c7,-,f t --r)r--,-c,)-'--ri: 6h0 1 .,) i L9_,...5. -11, iy-lic s o-iz.... 3i ---riaizt/y h I'L- ,-•)&_)6 ----) i) I 5 1-i Inspection Pass 1-1 , Fail/ >e F- r 1-1 Fee pPoo -t 1-71-STLC. Airz [..), .6( e.,(Z.... LI ■ ,5K- 3 ,_ __..,05 5 taQ\ c■)/ntii-w(A-\..\ /IN City of 1,, gee Island • Community Develop__,ent Dept. �lk �.`' \tip Sr ` ,e rl Inspection Report ®u" 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 =�, r„n,„ � Phone 912.786.4573 ext. 114 NTERNATIUNAL Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. , -. ._) J) ': `: Date Requested `;) i - i ` Owner's Name \ ) a .' Date Needed 13 _ $ C) Gen. Contractor 0 J S C- —\\)--,c A- o r Subcontractor 4 Contact Information k n,3 l ; e..-, 3 - _ 7 Project Address —1 0 J l ' k G` ” o gv, kv, , • Scope of Work Inspector --2/6/ Date of Inspection /`D /D CI 0 P Inspection V Q. nn . r■ — J L cc k, Pass II Fail ® Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ® Fee Inspection Pass ❑ Fail ❑ Fee IX Result Report P 1 04/30/2010 13:38 Serial No. CM35228060004 TC: 177379 Destination Start Time Time Prints Result Note Georgia Power yy04-30 13:37 00:00:31 001/001 OK Setting.Note BNO Double-sidedaBindingADirection,SP: SpecialSoriginal. FCODE: F-Code, NH; 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. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC_ FAX TO: Lynn Brennan 9U=!44 '-^7 Phone 912 o 3n�-a—�So av �as z 6.s Location Address: �� 1fi,...��� Lot# Release Date: / OJ,f=. Type of Release: Temporary Permanent Subd Name: /� Electrician: A.,14T SC4ge"'1 IE�-�2�C_ Electrician Phone Number: Owner/Builder: {-�L Plume Number: e''1 z/r T,/—� lam 1�✓-37r?G L Location Address: Lot# Release Date: 'Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owaer/Builder: Phone Number: t jN W' IV. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 937 Phone 912 3 340 24,4.. So 3o(,-2'FioS- Q --+y - 2 Location Address: 17 0S e A. .4 fa. Lot# Release Date: 4 30/11::, Type of Release: Temporary Permanent Subd Name: -4C43 JrjePFE -e5 Electrician: An4J12G '5 -i21c. Electrician Phone Number: eej(k-4 OwnerBuilder: L6f Phone Number: [ TLI 1!E 013-3'2 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: v V1\4T 1--)\(....)1\J , City of Tyk.fee Island = Community Development Dept. ,... .,. 1,1 CM Is-t,• ::'.....••' . 4• ; . Inspe.ctiori Report 403 ButleF:-Ave, - P.O. Box 274c3 - Tybee Island, GA, 313 y 2B Phone g12.736.4573 ext. 114 - Fax 911.786.953g ov..frio,)?.r.-.4.-4.1( - --, -.--- „..... Permit No. i t..,..„) - (..„,,kj_0±) _ Date Requested 1 --",--, to I ' Owner's Name 11(.1,1 1-.) . S Date Needed L4 - ,3 a - /40 _ __________ 4----;-.) Gen. Contract() !Li S2., z) cif,.-:,-,--- Subcontractor Contact Info t tion ,,, i rma i1 'i fai- 4 , Project Address i I 0 ,c- C1--('')a‘f-if-lo. re-,. Ave) , .-1 i .' SEoPe of Work • be2c-'4' ''''' ba-Lin ..l).11. / -- Inspector „7/Cil , / pate of Inspection elt.,;(../.c„ ? ' ' ----- .,..., I to r4 ' ',rat e„.G, e,... , s, i'''' i e a • ) Pass E3 Fail 0/i\ '771:70L)i-f,Ta ,i.K-)0 7)---)o 0-3-f"--T•:::-.. Cdr,3---)--b(),,-)L. ,--.% ■ i t:;”rel : r .1 ) I.A11. 1 nspectionAj,' .,Aiiii-, A,_____ _(' i_ & .., P.,ass,t1 \ Fail E;211,-,.7.-t- - " -,;..- C;t:jr.,77007....771'.::4-VTZ,,. iore..,. ,f.1,44,16-,... ,,,,...„;_(41. 17..., ..1,) II— ;01J _,.,0, . ,pi i i 111-1( Az!:\'..)-r.-5, i r:::.; t--,--r,: r,. , - 0,- i -. 3,2,... ''. ..)-VriL - 1,...-,o ---:-.0.),A):5“-- :::.7 -i- 6,- . ........., „. .„.. 7 ../ / s 1..s —, t. ; t Q. Pass , a lir Fee .:1V lt,30-/42,...• . ,...,7,-174-1, .---,?-_-,) 1E77-5, t 1 1 • ......,() ,, ,..,.i / S., ' ( ..--ir,... ^ 'kV7-----:- tc \_Y- -t- I - \--- --.. --i- - i '....) t\ )... .. fr , _ i- ,,.:-.. ---t . ,., .... , IA-4, V\I",7_, 1 ''L---• k-V(' (....- —, _......9( __ ____?_,..,.,,,-k-•-. .. - •, - ;, Inspection L f Pass lit Fee ! • c 11,14 _ 1 . r i•; --•=4::,› SettCsit'iS 14/ CilSOi i X°44# 't- l'af k t ii \ 4 '1:1d • k. -'‘ 7 I-: 01PL•-\r---; '..-..\-. _Lc,- : i -H-t_ 1\ ',',-",-...`,> I ---fa'''Cie, IE-4:Z 61- Mr-vvtt* s- • I ; City of Tybee Island • Community Development Dept. FM al- ) ' • InsPection Report Lt '' re) /le."4 . 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 1 - Phone 912.786.4573 ext. 114 - Fax 912.786.9539 a i Permit No I a: 0 c) Date Requested - 27 - I L..t Owner's Name (TA -S Date Needed 4 - Gen. Contractor 5 0„ 3 C C Subcontractor Contact Information oj Li- Li7 - g al _3 1 3 -37 Project Address s a4a vv. Ak..)e." Scope of Work tjA _A0,24-\-\ c),\ (- : _ . Inspector / Date of Inspection (// t;//:.) Inspection 4- S 2 r" Pass Fail Fee Inspection Pass Fail E3 Fee Inspection. Pass 0 Fail Fee Inspection Pass Fail Fee itty cidpiP CITY OF TYBEE ISLAND BUILDING PERMIT ADDED VALUE & SCOPE DATE ISSUED: 04/07/2010 PERMIT#: 100005 WORK DESCRIPTION BEDROOM/BATH ADDITION;DECK/SHED/OUTSIDE SHOWER ENCLOSURE WORK LOCATION 1705 CHATHAM OWNER NAME ASA DAVIS ADDRESS 7 W CHARLTON ST CITY,ST,ZIP SAVANNAH GA 31401-4303 PHONE NUMBER CONTRACTOR NAME HOUSE DOCTOR(THE) ADDRESS CHARLIE ANGELL,INC. CITY STATE ZIP SAVANNAH GA 31412 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 600 OCCUPANCY TYPE P TOTAL FEES CHARGED $979.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $83,000.00 ADDED SHED, DECK AND OUTSIDE TOTAL BALANCE $ 40.00 SHOWER ENCLOSURE - $5,000 VALUE DUE: 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 CITY OF TYBEE ISLAND,GEORGIA APPLICATION FOR BUILDING PERMIT Location: /'? OcC. tales ,4• PIN# NAME ADDRESS L,, TELEPHONE Owner AS/1- Lcwic ') V`). CCcur f*'. S t' (71'31' 4('Q Architect r /� or Engineer Cdr Id t(K2 Building �5� � r f I Contractor ( ariJe t�� 60Z cF �'(/ W S 1, \ 5/" ^3w q (Check all that apply) _ Repair Z Residential 7 Footprint Changes [ Renovation ® Single Family C Discovery Z Minor Addition TI Duplex [] Demolition [ Substantial Addition TI Multi-Family ri Other [7 Commercial Details of Project: /Jth3 &I Sh1rC / 5/04 I( /Jerk O N. 6V-4-CoAZ 5Ia r toc�o &r'e Estimated Cost of Construction: $ c9 c9 Construction Type Cj)tubs-I'a1vi0(Enter appropriate number) (I) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms j #Bathrooms Lot Area 71 Living space (total sq. ft.) / Q O #Off-street parking spaces V Trees located& listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories I Height P.-.5-1 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 r'f a. PO ► I On-site waste and debris containers will be provided by f t f s Construction debris will be disposed by C.oek-1-r •c(�►r by means of Q Hi.,n sir 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 dr.'• .ge impaired by •is permitted construction. Date: ';/ ?j d f o2&>(0 Signature of Applicant: .4‘1.41 I � Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not,has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) ertaanakilil Access to building site Distance to water main tap site y • Distance to sewer stub site Water meter size BY: .. ....... Stout drainage Approvals: Signature Da - FEES Zoning Administrator Permit Code Enforcement Officer .44-no Inspections Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL VOW WOW. AWICS GS,•y_i 1 1 Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition,Wrecking,or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination or unusual site conditions may have EPD regulations that could affect the project. (3/749/0 Tin ersigner Date 1/Ct Axle ( Printed Name Office Use Only: Project Address: Permit Number: ,140,_,,Sc IJ0„-�, r` • 3/30/A0�o RR- 17©c CkcklhU AA,/ (AoCdrc\c1 f9criif Bike c c 1 5ru 11 O k okAJ ou,.4cidC 4lat,-)erPct11 cv1J c A0 NT -g- ‘,6',' -e-_ cticd' , r W - r � 1 l w ' 1 L r MONOLITHIC SLAB ON GRADE PER FEMA REQUIREMENTS MINIMUM FOOTING 20 INCHES WIDE BY 24 INCHES THICK WITH 2 #5 REBAR. BOTTOM OF FOOTING MUST BE A MINIMUM OF 24 INCHES BELOW FINAL GRADE. 54,ri t v;;zr c gas.C 51/4s4,r geor Str,pc 01 M rS iyC} i g-IN eockr g'iir s y Fru,,-.c ,,--),, I( a—d Glock:Ay Agie q 6). c rA,,,,, illior ,,2''I'X /2" A .0./ r # 11 Ur/C) 5 '5 Y« ALL CONSTRUCTION MUST COMPLY WITH THE REVIEW FOR CODE COMPLIANCE SSTD 1 b-t q AND THE I"I C ONE AND TWO Every effort has been made to Identify FAMILY DWELLING CODE' 02 __E T"OI code violations, no oversight by the AND STATE OF GEORGIA ANEND Eh IT reviewer shall be construed as authority to violate, cancel, alter or set aside any applicable codes or ordinances.The "An Approved Set of Plans Must review and permit should not be construed Remain on Job Site at All Times" as a warranty or uarantee. ,/ I Reviewed By k. Date io 1' 1--Fo Lk5e ol/ c-ro r ks- 170 C C frk A✓, 3/3d/p.°rc @--'\ pro(05J r J �3cATSdcl�0,„S r 1 fifLt_J im • Av_d_d_ I-to^ por,..,. n i -A k A 1.73EALKI %.., c.Gs Qd Qrc(-. 7 '( / 5 l Deck I, . r� -1 1 j-- 5c-i- iA 51/4eS 0A Pol--i6Ase A/c c—) Lf cq*G4 rAC.` . Add:+J9n `� 1 �jr� 3.Xki .T -Fr-, 1 „1Locki'1 p� r,��. ils 4 /0' i r---ff-6-i-xl, P,r7-di 5 `'&Ala. 4,6,,,,-- a,./, C y,. 4 „ C,,,ci-c... t=: la6 -pi• • 7,;•,gh City of Tybee Island • ConiniUnity Development Dept. • • Inspection Report 403 Butler Ave. - P.0. BOx 2749 - Tybee Island, GA 31328 a•ae■IX! Phone 912.786.4573 ext. 114 Fax 912.786.9539 c2. Permit No. t ) - 0 (D Date Requested ( U • • Owner's Name Date Needed --/ Gen. Contractor f-to S,2_ e-4-,71Z-* Subcontractor Contact Information r“- Q.) Project Address 1 1(ac_11 ro. 7Se .1_ -i- F.Do Scope of Work Inspector Date of Inspection '01/4°6; e- I Inspection i) ...? ", rA Pass fg, \+ )I Fee • Inspection Pass Fail El Fee• Inspection Pass Fail 0 Fee ' Inspection Pass Fail Fee - _ /O: Fr > r;t4 :4":',.. City a#Tybee Island - Community Development Dept. i$,▪ 'i Inspection Report ▪ err r „.. ,.. 403 Butler Ave. = P.O. Box 2749 • Tybee Island, CaA 31328 .t..F,a i !21'.-'1'.',1;A. I Phone 912.1 6 4513 ext. 114 - Fax 912.786.95 :ex._-&.4.,+`:3 d .oi}e1rif!a Permit No. C)"_ .: -2-2, Date Requested , �', r . i / r/ Owner's Name___Li„,' j -) t4 a_ Date Needed "- . �',,�' 4/3 1 t / ,,,,, I / �r 1 Gen. Contractor .---' 7/(X E. `_ -r-,C27_,, Subcontractor / Contact Information 1 "J " 866c) Project Address _ (7 0.� e.'?V#- . r'�-► �3 l I Scope of Work - !a. i, :-77.1),) _ Inspector _ Date of Ins , n �.� Inspection j l F-,-- Pl.:3-'4-i?7ci`. == Pa ',, Fail El Fee 1 )--`11,5)-÷ (4-i ),,,=)(.., " I-kil. IA) 91"- e.-- . ri(:- -- i> .4) ,.1 / ,,q-'0)1 e....„. ."„ te-/T24,p.s--z: 6:0113,1 if_ ........." VU --,...„ Inspection 1 1 Inspection Pass Fail 0 Fee f ' Inspection__ Pass 0 Fail Fee, -- , / TX Result Report P 1 03/09/2010 13:14 Serial N0. CH35228060004 TC: 166737 Destination Start Time Time Prints Result Note 4478861 03-09 13:13 00:00:30 001/001 OK Note TMR: Timer TX,gPOL: Pollin ORG: Original Size Settingg FME: Frame Erase TX. BND: Double-SidedaBindingA Direction. SP: Specialsoriginal.FFCODE:.F-code. RTX: Re-TX. RLV: 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, LOVR:Receiving length Over, POWER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. '•.,;: 4-.it7r a$ ?3c'u—.z I-1,—"lt 4C+-am cr.,x-r>i r-_ i1+eta,.ri rYS3..-,s3,* - t`N_ .=Y. °..':y ; VZ. _ _ -y p 13-�c - ls�r hif ^r°7 '�:_�S'. _ _.", _. 7-..-.L. - Sr-a:. ..- _?--2.'a , 0�_-_ i.-tivasr r•s :y X131 ._..... �_Q..i..5 - - - miQ Td let . ,ci —9 —1_ O /S�Q11_ 4 G. /J[� t'.ts;�__o�t3 tr-a��-c/�sci-..Y�-'""� '&`.0'(... /� - /r� //���p 1--:3 I1 Lacc2 .Ir-3fco;/3acZT{Lksl at„-!f.',,,��1 • . . { ■ 1 / - -■ 1 --_----.-_ .-41'x-(-!- ` r ra 7ect stcic3ress t -i. `o`..s 0..k Gam_- - GLy` OpP o i Work 6EA2-0=1.- 4— a-a :. ` ..-1 �Cl£3r .7.-7 r-/ r:i..t, Oi- 3i-ipL.0 Wit _.__._._. L/a SC45a"TCCt:::::.__ e .,_� CnL !� ISO-.3 #Y,i C._V-...--1..--,,7AL S L,_t =-z.it 1 -I FED { I, ,Qecrt a-,_ `F:G.�S)p-L.LT r0 �strn,—y-...b...I( ,. .4 ---. v.-, , Fe� --- --------.— fez -i-1 -- tJ '=1 f�cstz' �t J� -t- ', ° --t�1Xl t 'tom- korrs . ► l i:.s.x.+ccsss:ri - - T.../� Q_.rs._.-f� r mss aas3 t F--, , ,F--, , ,S--- t, _ � ...>uays�1�(�17 - °Y , s +vod �s^ � --I :. '`------4--e=31-1f-es . - AEs F. 4-3 From:COASTAL INSULATION 9122327261 03/17/n10 09:30 11600 P.001/002 COASTAL INSULATION , LLC P . O . BOX 2873 SAVANNAH , GA 31402 A3 912- 232 - 7771 912- 232- 7261 FAX FACSIMILE TRANSMITTAL SHEET TO: FROM: Ray Hord John Lowenthal COMPANY: DATE: Tybee Island Inspections 3/12/2010 FAX NUMBER: TOTAL NO.OF PAGES INCLUDING COVER: 912-786-9539 2 PHONE NUMBER: SENDER'S REFERENCE NUMBER: RE: YOUR REFERENCE NUMBER Installed Statement ❑URGENT 0 FOR REVIEW ❑PLEASE COMMENT ❑PLEASE REPLY ❑PIN ASE RECYCLE NOTES/COMMENTS; Ray, Attached is the installed statement for 1705 Chatham Avenue for The House Doctor. If you have any questions please give me a call. 4/ThaThyot4 _ tow nthal Coastal insulation LLC Coastal Spray Coin" LLC Savannah Office 912-2327771 Charleston Office 842-7227779 Fax 912-232-7261 Mobik 912-638-8748 From:COASTAL INSULATION 9122327281 03112' 010 09:30 #600 P.002/002 3 J • • Contractor I Home Owner Jobsite Address The House Doctor 1705 Chatham Avenue Installed Statement Locations of Insulation Thickness Total R-value Roofdeck 5 x 3.81 = 19.05 Dormers/Gables 3.5 x 3.81 = 13.335 Walls 3.5 x 3.81 = 13.335 Crawlspace 5 x 3.81 = 19.05 x 3.81 = R-value=3.81 per inch Tensile Strength=5.6 psi Density=0,45-5.0 Ib/ft3 Compressive Strenght=0.7 psi Evaluations: ICC-ES ESR#1172 Demilec Batch# 201099 Company Name Coastal Insulation,LLC (912)232-7771 Jeremy Ray ,_ 3/11/2010 Applicator Name A'i r tor =ig Date • . ,. , ! ) i 1 if ri •••':-.1e:''',. City of Tybee Island - Community Development Dept. MULE v. ' k, Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island,. GA 31328 !•:...1.•,,,‘;••••• •.. •• I ,......,..,- Phone 912.186.4573 ext. 114 • Fax 912.786.'9539 :•xe,.:::',.i'=4■..:01 Permit No. I n ..., LT) ,-, ,,,--) c--- Date Requested t - - i 1 Owner's Name j..J a ‘i, .c Date Needed 3 -9 - i ro 1 i Gen. Contractor —4--c.) ,...) C e 0,34 4--or Subcontractor Contact Information '4 i-... A Project Address 1 .11 Q C tn_ir, ri u-4- r c. vte, A,./e) . , Scope of Work 1--, 0 cA - .'")(3•( ----Th r) il CI , --: i Inspector Date of Inspection r"--. 71 // Inspection 7 9 : ,-,. c n r A-* r 0 -ig f---,„ nascdr■.--Palss Fail 0 Fee ' 1 • I Inspection V- e‘,..r,..s,o 0, r -, d 17 k i \ 0 fr,• li ‘ Pass Fail ri Fee .rz -.4 e KV,- .1'744;0 0-0 4 1:f e ' U03411--- 1 067Z, __. 4( XL Inspection , r , I, i-. An.- 11.. i Pass Fail iti Fee i A•J'000 54-1/Jei VV I P ' .,•"..-..%.\`-.6,4'bAJ C p7-200ial "14 =-4 P '1, -'71.3"' aft •Pc113,61-24., --frj..:a'i) (F.0-ia.3i1,\M, - 5.0e, 4-fI i r t 01i 0t 1 / :--- 1 -.-71-7. 3\ -I ficY1 Inspection — ) I ' rti .- IA* 4,-1- Fail Fee I ,,•• 1 p f _ 151,7:001-pk-5_, 13)(:),%4,4,.,: ,.v. (r-ii2s-: -Itivo 1-3(445.E7 Di:ATsJ t74-2,'el'36 l, 1/4Q- 1-30( +4 c) 6:-.,-- 2::: cniy), . A - gil-liiif-5 , ......„, ..-+ APer,,,,t t cr ,,:..s.:.......'..iN, City of Tybee Itiand • Community Development Dept. Inspection Report iD :.........- rusts,-i .........*" MP 4,1% 403 Butler Ave. , P..0. Box 2749 • Tybee Island. GA 31328 Phone 912386.4573 ext. 114 - Fax 912.786.9539 . . ..., . Permit No. . 1 '''Q 0 0 S Date Requested 3 i Owner's Name I )_LA, 0, S Date Needed 3 - g- I 0 .,... ..... , . , Gen. Contractor .t4i e.,,....,,3 .....,e. Tliz c._4---3r Subcontractor I, Contact Information ‘, ir-\ C-',.7"•, , ej L-±i-f 7-3?(c., 0 Project Address , 1 1 D 5 e k 0-4-Lo rv, Ave_ . Scope, of Work 0 e wi 4 ha, --\--- fl c- c --- 3 :1‘ lm Inspector /9 ig Date of Inspection z c ,.. :4-1,-, A/C, ,,,'" , • 4...-1 Inspection r 0,) ;?1,, A-v.‘k r--V"1 . Pass frO' Fail Fee ,..) i Om\ , , . / '- 0,)1 • , , *4i .-- , r i ) 1T-C•;:e1 . , A ve\r' --re — . -- Inspection V- 0 3 rTh, _ .d , -- Pass Q...„....,,,,,alib Fee ...1 - 1 , 7.1,-., ( Inspection r,-).) cl.L. 44-.)It t,, ,,,,,, 1.3, --, c; 1- ‘ 1 — , Pass 0 Fail Fee \ ( 1 _ , , .1 . , l ,N Inspection__ Pass 0 Fail 0 fee • - ' tri City of Tybee Nand • Community Deveiopmeritt Dept. •• Inspection Report afka: 403 Butier Ave. • P.O. Box 2749 • Tybee Island GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. t 0 0 5 Date Requested - I Owner's Name bau , S Date Needed 0 2 - 2 (0 ( Gen. Contractor 42. t) 0 4- r Subcontractor Contact Ir3formation 0,1 L4- Project Address \ Scope of Work _ 4- p / Inspector 'PI Date of Inspection ispectiorjLiiac , Pass 1 FWU Fee Inspection Pass 0 Fail Fee Inspection Pass Ej Fail 0 Fee Inspection_ Pass Fail Fee _ _ - ,., •1 1*fltr, olvi ...,.. ,:.,;:-:-.•if::,,. City of Tybee Island • Community Development Dept. Pi" ,... Inspection Report 403 Butler Ave. . P.O. Box 2749 • Tee Island, GA 31328 Phone 912.786.4573 ext. 114 . Fax 911.780..9539 1 ........... -') „..---\. ,,:-\ ,--, 2,--- Permit No. 1 („) ' ( j ,.,..„) ,_.) 2) Date Requested ilz121_ -L-La____--\ i , Owner's Name ....-d) aci c Date Nektidi ili44141 -‘ ) c..,0 Gen. Contractor I , ..-- '-- — .1)fe.'_" 1.----c)(-Subcontractor Contact Information ) ta ," 3L-1- 1 - 4- oi 3 -1,-2 , ,..--, _, e , / , ail Project Address 1 i 0 .) (,.. - hrl *ha VI", Ave . 1 , . Scope of Work . \I'D,e_ .4 tO 0-4) a d c,.. E410_, _ ---„---- Inspector -'2i 4(._ , Date of Inspection -- Inspection *.':.) ,-) " --\-- i 'D r Pass TO Fee lj L4 1\)0 -i- 41K-L, Or,3 j .,Y -17zr 02 -1.7' iri2. -- ,a)._,_\ _ , 1.4 Kin 1E2- c - 1----- -?. / 17:;:r0 :Ga.,-7-1' 0 F ,-, Liac T. AK) vvria59&E, T-T-r:- -cz _ rt-fr--- -1 Inspection Pass Fail 0 Fee . . Inspection Pass 0 Fail ri Fee_ . L...1:, Inspection Pass 0 Fail Fee _ ___ • I 1 . 'rTh City of Tybee Island = Community Development Dept. AfieS4 ti At MTh •• ••7 Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Islanct„ GA 3132B Phone 912.706.4573 ext. 114 = Fax 912.706.9539 -21{Permit No. 1(2-2._ar, Date Requested Z14Owner's Name Date N eeded 11( Gen. Contractor ) bk--4)-aubcontractor Contact Information Project Address __17C-.) 11-414,"1 401-76.- Scope of Work Inspector '7/7 Date of Inspection /q/A-D Inspection ) 1- 41 He-g... Pass 121(:fa\l El Fee Inspection Pass 0 Fail Fee Inspection Pass Fail Fee Inspection Pass Fail Fee _ _ [ • _.,.......________ ,fr,'"Nri . .o, City of Tybee Island • Community Development Dep . --) ;.., ,,,i;■ . Inspection Report I . - f.des• r 403 Butler Ave. • P.O. Box 2744 • Tybee Island, GA 3 , '21 .V.d'■;i: 4' Phone 912.796.4573 ext. 114 • Fax 912.78%5.9539 __.... ....• Permit No Q - 0 3 3 5 Date Requested ) - 7 -7: I D I \ Owner's Name_ 1 ./ n Li . ..S: Date Needed 1 -- 2_ - 1 0 ..., _...„, 1 _ Gen. Contractor 43 ■) cr e )r . Subcontractor I • Contact Information e n C..)--- i Project Address , 1 7 3 (- k r 'Ll- k _ , A ,- /3 rt." Scope of Work - a cA, ck , 4 1 0 ri -4--D --<-; Inspector , Date of Inspection __ RN 3,9'\ 6 Pass ' • Fat Fee Inspection Pass 0 Fail 0 Fee 1 . , I . .. ,.. . inspection Pass 0 Fail 0 Fee _ . __.... . Inspection_ Pass Fail 0 Fee C ) ......'d'.,,' ."'s^‘•11..:'.4;--'-' City of Tybee Island • Community Development Dept. Inspection Report MUNI 1- 1 .1....••• •: 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 . Fax 912.786.9539 .......... Y■E N:!..i"1:R _ .,"°- Permit No. in . (7),(-) ,,:.) ,-IN Date Requested -........, Owner's Name -11) (2 ,.) <:.) Date Needed ni , 19 _ 10 . Gen. Contractor 0 ,,..),;.0_ -Dr , Subcontractor e< (2 Contact Information , ,:.-.. r-% f-■ ...V (0 0 41 i 1--1 ,-.) e--- Ce_ 1 0 ,i1,4, Project Address 1 1 L .) r a_ C2 oe, Ai a- s Scope of Work CA._cl c.. , -I- . Inspector 4/(1 Date of Inspectio, ?A3 24/C1 ,..-- Inspection -,--..,a „„.,) Pass 4Pai-l i 0 Fee .. . t , 1 / . / ,7 ,-------- • Inspection . Pass 0 Fail 0 Fee • . , Inspection Pass 0 Fail 0 Fee , . Inspection Pass Fail c3 Fee . ,--) / i. 1. / t._ W' r \. �,� � �i RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9537 Phone 912 0 40- 2 co y4o 3o6-2'iloS- Ca+44 34- 2,23— Location Address: /76S— �' 41, t# Release Da e: � ��/U 1�� i izc Dii Type of Release: Temporary Permanent Subd Name: Electrician: 7 7,,, )2/ J % I. Electrician Phone Number: de)`/4.`4/ Owner/Builder: /,.5- 7 /-1 % k__ Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: TX Result Report P 1 01/19/2010 11:26 Serial No. CM35228060004 TC: 144349 Destination Start Time Time Prints Result Note Georgia Power 9g01-19 11:25 D0:00:48 original 001/001 OK gg Note BND: Double°SidedaBindingA Direction, SP: SpecialSorigginal, FCODE:mF-code, RTX: 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, Pl4-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. RELEASES FOR ELECTRIC SERVICE FROM TYSEE ISLAND FOR SAVANNAH ELECTRIC_FAX TO: Lynn Sreaaaa 933 7 1 1 3.537 Phone 9I2 3 3 c).4.-Z 4{(e 9 cc�`+i.y :ad'- 4.. Address: /�rrAeAlr. / Jot# Release 'Type of Release: 1/emporary I-e/r—manent Subd Name: !� Electrician: 27 -/2/La9�) .Ec c/G Electrician Phone Number: 4 6 ' OwnerBuilder: / / Phone Number_ Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwaerBuilder: Phone Number: • Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwiaerBuilder: Phone Number: ' i CITY OF TYBEE ISLAND, GEORGirt APPLICATION FOR BUILDING PERMIT is Sate ' io` oDD r`. a. ° ,e3r +0-- ,°_ V Location: 1 1 c 4 k 1 ,4 i. PIN# NAME ADDRESS TELEPHONE Owner Ali-&tit s 7 {,J• al a f-f fd i Si--.- 35/- (440 6 Architect or Engineer "—air/ CU sof+ /09 & 6044) t c-f-, 01%%9' f'?. Building Contractor Jgr(IL Aritfi (oa c E (-14. 5-h tiY7 4 0 (Check all that apply) ❑ Repair m Residential 1Z Footprint Changes ❑ Renovation 71 Single Family Discovery ❑ Minor Addition ❑ Duplex ( l Demolition VI Substantial Addition ❑ Multi-Family ❑ Other ❑ Commercial Details of Project: /di4-f&\ 07 8 6'4'41 got-H\r-ddfri r7 ®o Estimated Cost of Construction: $ /1 ( I , Construction Type 1 (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood &Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: CI a Star 6 or &-H rc'cM Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms 1 #Bathrooms Lot Area_ ,1 / , ''•s, Living space(total sq. ft.) (¢B 0 51 AL, #Off-street parking spa es Trees located & listed on site plan 3 Access: ChAfiiar'lAsi• Driveway (ft.) With culvert? With swale? Setbacks: Front air/ 3/' Rear c/y I' Sides (L)11•4-4 (R) V 3/ # Stories I Height gip' 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 Ex i s f '.'1 l4J.J►4tc/I t9'1 Y On-site waste and debris containers will be provided by S !C (!`asks Construction debris will be disposed by C%+pa(1-.r- by means of 5";!,c Co +j,�./Nei-- 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 affect-d. I accept responsibility for any corrective action that may be necessary to restore draina ; paired b this permitted construction. Date: / ?...(110cf Signature of Applicant: % , / /V war pr - Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: ' S. .nature Date FEES Zoning Administrator ���,: 1;2 j tJOc Permit Code Enforcement Officer I% Jl� L p o• Inspections Water/Sewer r'�� Water Tap Storm/Drainage Sewer Stub Inspections to Con 300. City Manager (Aid ppOx.So TOTAL CI 39 DOT or lAT1RiAL , 6C� �4,\ RE80URCES /`0'. yr�'i61 1 \ ,4, GEORGIA "�_,,,ot.;=' 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. i°111F / I P--- i a-( o 9 de .ned Date (}.0trie5 4 et( Printed Name Office Use Only: Project Address: Permit Number: MAY Onelterman ,0," f' eni CITY MANAGER Diane Schleicher CITY COUNCIL i i CITY CLERK Wanda Doyle,Mayor Pro Tern "; I Vivian Woods Charlie R.Brewer 'F„.....$ Barry Brown E CITY ATTORNEY Eddie Crone 't 4 Edward M.Hughes Dick Smith t, 9irtirx�v►��h` Paul Wolff ----� CITY OF TYBEE ISLAND Petitioner: Tybee Ventures, LLC Description: expansion of a nonconforming single-family dwelling Property Address: 1705 Chatham Ave. Zoning Action Requested: Zoning Variance Following any required Public Hearing, the Mayor and Council of the City decided on the 10th day of December, 2009, to APPROVE the application for an expansion of a nonconforming structure variance, to- wit: addition a : noncon -.I ing structure with no further encroachment into any setbacks. Pe tion, j / Date �r I 1"2111(°C1 Planni tri • ring Mana',er Date / / F Date Clerk of Council Date I P.O. Box 2749—403 Butler Avenue, Tybee Island, Georgia 31328-2749 (866) 786-4573—FAX(866) 786-5737 www.cityoftybee.org U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28, 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Asa Davis Policy Number A2. Building Street Address(including Apt.,Unit,Suite, and/or Bldg. No.) or P.O.Route and Box No. Company NAIC Number 1705 Chatham Avenue City Tybee Island, State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Portions of lots 1 &2,ward no.6 A4. Building Use(e.g., Residential,Non-Residential,Addition,Accessory, etc.) residential A5. Latitude/Longitude:Lat. N 31 deg 59.4570 min Long.W 80 deg 51.1070 min Horizontal Datum: ❑ NAD 1927 CI NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) n/a sq ft a) Square footage of attached garage n/a sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State Tybee Island 135164 Chatham GA B4. Map/Panel Number B5.Suffix B6. FIRM Index B7.FIRM Panel B8. Flood B9. Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 135164 0002 C 1/14/72 6/17/86 A8 14 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile ®FIRM ❑Community Determined ❑Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑NAVD 1988 ❑Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes No Designation Date ❑CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized local Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ 10.8 ®feet ❑ meters(Puerto Rico only) b) Top of the next higher floor 11.4 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) n/a. ®feet ❑ meters(Puerto Rico only) d) Attached garage(top of slab) n/a. ®feet ❑ meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 11.4 ®feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 8.1 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 8.6 ®feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. w�iS T.& *\ Certifier's Name J.Whitley Reynolds License Number 2249 No. 2249 Title Land Surveyor Company Name J.Whitley Reynolds,Land Surveying � 44' tP Address 63 tep enso • e uite C City Savannah, State GA ZIP Code 31405 i4 • Sign re Date 7/25/08 Telephone 912-352-0464-. &If Details https://secure.sos.sta* -a.us/myverification/Details.aspx?agency id=1... 4 =`NTO Georgia Secretary of St k Kam _Model Archives • Corporations • Elections • News Room • Professional Ucensure • Securities • State Capitol Licensee Information Name: Charles L Angell Address: P 0 Box 10501 Savannah GA 31412 License Information Profession: Residential/General License No: GCQA000334 License Status: Active Contractor License Type: General Contractor Obtained By Application/Exam From Qualifying Agent Method: Exempt State/Prov: Issue Date: 4/25/2008 Expiration Date: 6/30/2010 Last Renewal Date: Discipline Information No Discipline Information No scanned public board order documents exist. Associated Licenses Relationship:Supervisor Prerequisite Licensee:Charles L Angell Prerequisite License:GCQA000334 Association Date:6/4/2007 Expiration Date: Dependent Licensee:Charlie Angell Inc dba The House Doctor Dependent License: Dependent Status:Pending You may close this window to return to your search results Data current as of: December 28, 2009 14:42:46 1 of 1 12/28/2009 2:43 PM f Q' ' r✓ 0 H 14 0:18x'37''W 138.52' 7._.,A. cil 1..____________________________': .0 18.5 cd �3 0 iI t\• i. \, `©1 I 1 c ° I 0 ,; I xo x �� .cam 1 �z txi �f1'.� +cP +6.3o I, �'a fi11 1 L�J x rj O \\N\ ��� `,%'1 k. I -Y�' ��'r=h CSI x iflf�: � 0��...LL ]r8.1' n I 1 3` >.- WININIFilll,viiir . 41;nvito[ma re!$ �x til p [CIS' Iy—' .!I!i` ' ' Y d co 0 ler! ii � o, J4�Qf ' cn 0 r 143 2 ���.Y �� I, I—_'�'�' Q I I �� C3 / x ` y� �I� _ I 1 co e� --------a AVENUE �".`■ l 1 m 60 R/r � ..., .... ...,,` -0 ... ' r- b Z to cn D 1 m Q e u --O vi 7 z p a a An Additi for Owmela Feral....a°°.;41 Xi y ^ 'A s ! ° ASA&DEBORAH DAVIS m u°14 �'' `A Cowart l 1 Z a��a.., nth>s .9T , m I7O CHATHAMAVE. r: � mw..emrowM1 'o' y Y F �,.KR y A Coleman ° TYBEE ISLAND,GA n'a.w..w�aGV r r N .�_ )11;.3.;:„,,, om roue ... �, c y xnotroz mem,�,,,m �',0 ���� ARCHITECTS iQ LAND PLANNERS 2 INTERIORS 7�,,,, �y W N SITE PLAN `°'• =m 107 Salt Gordon Street Savannah,Georgia 31401 Tel:(912)276.1372 t•7 75 8 o ....aOe `^'�"°x6` www.cowartgroup.eom Fax: (912)236.9960 \ ' yg / LOT D-1 N 49°42'05"E 78.09' CMF .4P o -A 1/2" RBF 5/8" RBF P _ P--'_ -P el, ,--i in cci P —P --P — + ,.I + '9 �y � + If Q - 415.2 Y.-- 5.4 k CONC. $ 0 5" & 6"SASSAFRAS / I 1 STORY .� Q� I 1 1 a r+ FRAME HOUSE x _ 4 x_x x, '1 ! fill0 CC CONC. !' �O 01 5.5' II LOT A I I ' �( 29,5, 1. + :../ Er.7 W I ca ,�, 0 ] et ao ! � w ) co +'o itb. \s),,,If , II .v "I 144 If °�� i —x_x_WOODENFEN E ii \ x--._x_x._.x 1" RB CMF S 50°09'04"W 42.75' INLET AVENUE 70' R/W PLAT OF PORTIONS OF LOTS 1 & 2, WARD NO. 6, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 1705 CHATHAM AVENUE FOR: ASA DAVIS ACCORDING TO THE F.I.R.M. EQUIPMENT: DATED 6/17/86 THIS LOT IS TOPCON AP—L1A WITHIN FLOOD ZONE A8, BFE 14. ��ORGjA ERLRINE OAF 1L SURE: (AST ANG: —"/ANGLE J. W�rLY REYNOLDS * 0' -jj 1 BALANCED BY: — LAND SURVEYOR t" PLAT: 1/66,200 0. 4 . 636 STEPHENSON AVENUE o 0 0 20 SUITE C ' �d sUR\O. SCALE: 1" = 20' SAVANNAH, GEORGIA 31405 DATE: JULY 24, 2008 SURVEY TELEPHONE: 912-352-0464 `o' LEY g " 03 DATE: JULY 25, 2008 PLAT FAX: 912-352-7787 / - FILE NO. 08-73 • s, sr, ,INkr •47:, t 414; t 1-11 tpF� ,`„ yrL y • 41,11 _�_� iaf',_—__ r— r tt°r, o. ' - - -- , APPRAHSAL BF REAL PROPERTY LOCATED An 1705 CHATHAM AVENUE N. PART LOT 1 & N.W. PART LOT 2,WARD 6, TYBEE ISLAND TYBEE ISLAND, GA 31328 [F ) : DAVIS ASA B /VEST CHARLTON STREET AS OF: JULY 15, 2009 117d JOHN J GANEM Form GA5—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE DAVIS ASA B 9 WEST CHARLTON STREET Re: Property: 1705 CHATHAM AVENUE TYBEE ISLAND, GA 31328 Borrower: DAVIS,ASA B. File No.: 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, op Ittp Summary Appraisal Report Unifc._.n Residential Appraisal Repo, File# 09929907 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. Pro'e Address 1705 CHATHAM AVENUE Ci TYBEE ISLAND State GA Zis Code 31328 Borrower DAVIS,ASA B. Owner of Public Record ASA B. DAVIS County CHATHAM Legal Description N. PART LOT 1 &N.W. PART LOT 2,WARD 6,TYBEE ISLAND Assessor's Parcel# 4-10-5-2 Tax Year 2008 R.E.Taxes$ 9 736.05 Neighborhood Name TYBEE ISLAND Map Reference 50 Census Tract 111.03 Occupant ti Owner ❑Tenant X Vacant Special Assessments$ N/A ❑ PUD HOA$ N/A ❑ per year ❑ per month Property Rights Appraised X Fee Simple ❑ Leasehold ❑ Other(describe) Assignment Type X Purchase Transaction ❑ Refinance Transaction ❑ Other(describe) Lender/Client DAVIS ASA B Address 9 WEST CHARLTON STREET 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 X No Re';rt data source s used,offerin1 'rice s,and date s . MLS DAILY AND PUBLIC RECORDS.THE SUBJECT IS NOT LISTED FOR SALE IN THE LOCAL 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 I•rformed. N/A.THIS IS NOT A SALE. Contract Price$ N/A Date of Contract N/A Is the s ro'a seller the owner of s ublic record? ❑Yes ❑No Data Source s 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 I__; No If Yes,re'ort the total dollar amount and describe the items to be laid. N/A Note:Race and the racial composition of the neighborhood are not appraisal factors. Neighborhood Characteristics One-Unit Housing Trends One-Unit Housing Present Land Use% Location ❑ Urban X Suburban ❑ Rural Property Values ❑ Increasing X Stable ❑ Declining PRICE AGE One-Unit 70% Built-Up X Over 75% D 25-75% [1 Under 25% Demand/Supply ❑ Shortage X In Balance [ ] Over Supply $(000) (yrs) 2-4 Unit 10% Growth LI Rapid X Stable [_11 Slow Marketing Time ❑ Under 3 mths X 3-6 mths ❑ Over 6 mths 300 Low NEW Multi-Family % Neighborhood Boundaries THE NEIGHBORHOOD BOUNDARIES ARE THE GEOGRAPHICAL 750 High 100+ Commercial 10% BOUNDARIES OF TYBEE ISLAND. 450 Pred. 35 Other 10% Neighborhood Description THE SUBJECT IS LOCATED ON TYBEE ISLAND,THE MOST EASTERNMOST ISLAND IN CHATHAM COUNTY.TYBEE IS A 15 MINUTE DRIVE TO DOWNTOWN SAVANNAH.THIS OCEANSIDE COMMUNITY HAS 3,500 YEAR ROUND RESIDENTS, BUT IN THE SEASON,SWELLS TO OVER 10,000 RESIDENTS.ALL SERVICES ARE PROVIDED AND POLICE AND FIRE PROTECTION IS ADEQUATE. Market Conditions includin' su'sort for the above conclusions NO ABNORMAL MARKETING EXIST IN THE AREA.THE DEMAND FOR HOUSING IN THE AREA IS GOOD. NO UNUSUAL SALES CONCESSIONS APPEAR TO BE NECESSARY. MLS DATA INDICATES AN AVERAGE MARKETING TIME FOR THE TYBEE AREA TO BE 158 DAYS. Dimensions 143.27'X 42.75'X 138.52'X 78.09' Area 8 513 S..Ft. Sha•e IRREGULAR View NEIGHBORHOOD Specific Zoning Classification R-2 Zoning Description 1 AND 2 FAMILY RESIDENTIAL Zoning Compliance X Legal ❑ Legal Nonconforming(Grandfathered Use) ❑ No Zoning ❑ Illegal(describe) Is the hi,hest and best use of subject'rose as im frayed or as Ira s osed l er Mans and s i ecifications the 'resent use? X Yes ❑ No If No,describe Utilities Public Other(describe) Public Other(describe) Off-site Improvements-Type Public Private Electricity X [] Water N ❑ Street PAVED ASPHALT N ❑ Gas Li X PROPANE Sanitary Sewer X L1 Alley NONE [ I r 1 FEMA S iecial Flood Hazard Area X Yes [] No FEMA Flood Zone A-8 FEMA Mal # 135164-0002C FEMA Map Date 6/17/86 Are the utilities and off-site improvements typical for the market area? X Yes [] No If No,describe Are there any adverse site conditions or external factors(easements,encroachments,environmental conditions,land uses,etc.)? ❑Yes X No If Yes,describe NO APPARENT ADVERSE EASEMENTS OR ENCROACHMENTS WERE NOTED THAT SHOULD AFFECT MARKET VALUE.THE SUBJECT IS IDENTIFIED AS BEING IN A FLOOD AREA, (ZONE A8)SUBJECT TO SURVEY.SUBJECT SITE IS JUST A HALF BLOCK FROM THE BACK RIVER. General Description Foundation Exterior Description materials/condition Interior materials/condition Units X One ❑ One with Accessory Unit ❑I Concrete Slab X Crawl Space Foundation Walls MASONRY/GOOD Floors HDWD,CTUGD #of Stories 1 I. Full Basement ❑ Partial Basement Exterior Walls FRAME/GD Walls DRYWALUGD Type X Det. ❑ Att. ❑ S-Det./End Unit Basement Area sq.ft. Roof Surface METAUGD Trim/Finish WOOD/GOOD X Existing ❑ Proposed ❑ Under Const. Basement Finish % Gutters&Downspouts DIVERTERS/AVG Bath Floor CERTUGD Design(Style) 1 STY/DET/GD LH Outside Entry/Exit ❑ Sump Pump Window Type D/H/WD/AVG Bath Wainscot CERTUGD Year Built 1895 Evidence of ❑ Infestation Storm Sash/Insulated NONE Car Storage ❑ None Effective Age(Yrs) 25 [] Dampness ❑ Settlement Screens SCREENS/AVG ® Driveway #of Cars 4 _ Attic [] None Heating X FWA ❑ HWBB [] Radiant Amenities []Woodstove(s)# Driveway Surface CORAL ❑ Drop Stair [ I Stairs ❑ Other Fuel ELECT I_ ] Fireplace(s)# X Fence CI Garage #of Cars ❑ Floor X Scuttle Cooling X Central Air Conditioning X Patio/Deck [__I Porch [I Carport #of Cars C 1 Finished I I Heated I 1 Individual [_ Other I I Pool [] Other I_] Att. [] Det. I] Built-in Appliances X Refrigerator X Range/Oven 1 J Dishwasher [] Disposal ❑ Microwave Id Washer/Dryer I ] Other(describe) Finished area above grade contains: 5 Rooms 2 Bedrooms 1 Bath(s) 1,337 Square Feet of Gross Living Area Above Grade Additional features(special energy efficient items,etc.). THE SUBJECT STRUCTURE WAS FOUND TO BE IN AVERAGE TO GOOD CONDITION AND HAS BEEN WELL MAINTAINED. NEW METAL ROOF WITH ALL NEW DECKING AND PORCH OVER HANGS. Describe the condition of the property(including needed repairs,deterioration,renovations,remodeling,etc.). THE STRUCTURE IS EXISTING CONSTRUCTION AND IS IN AVERAGE TO GOOD CONDITION. PHYSICAL DEPRECIATION BASED UPON THE AGE/LIFE METHOD WITH AN EFFECTIVE AGE OF 30 YEARS AND ECONOMIC LIFE OF 25 YEARS:25/149=17%ESTIMATED DEPRECIATION.THERE WAS NO FUNCTIONAL OR ECONOMIC OBSOLESCENCE TO BE CONSIDERED. Are there any physical deficiencies or adverse conditions that affect the livability,soundness,or structural integrity of the property? I[Yes X No If Yes,describe Does the'rose 'enerall conform to the neiehborhood functional utif ,s le,condition,use,construction,etc.? X Yes [] No If No,describe reddie Mac Form 70 March 2005 Page 1 of 6 Fannie Mae Form 1004 March 2005 Form 1004—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Uniform Residential Appraisal Report File# 09929907 There are 7 comparable properties currently offered for sale in the subject neighborhood ranging in price from $ 299,900 to$ 599,900 . There are 9 comparable sales in the subject neighborhood within the past twelve months ranging in sale price from$ 294,000 to$ 664,000 FEATURE I SUBJECT COMPARABLE SALE#1 COMPARABLE SALE#2 COMPARABLE SALE#3 Address 1705 CHATHAM AVENUE 812 2ND AVENUE 1403 2ND AVENUE 704 15TH STREET TYBEE ISLAND, GA 31328 TYBEE ISLAND, 31328 TYBEE ISLAND, 31328 TYBEE ISLAND, 31328 Proximity to Subject 0.89 miles NE 0.32 miles NE 0.34 miles NW Sale Price $ N/A $ 435,000 $ 436,100 $ 490,000 Sale Price/Gross Liv.Area $ sq.ft. $ 632.27 sq.ft. $ 389.38 sq.ft. $ 372.34 sq.ft. Data Source(s) MLS,LENDER,APPRAISER MLS,LENDER,APPRAISER MLS,LENDER,APPRAISER Verification Source(s) DATA, PUBLIC RECORDS DATA, PUBLIC RECORDS DATA, PUBLIC RECORDS VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION +(-)$Adjustment DESCRIPTION +(-)$Adjustment DESCRIPTION +(-)$Adjustment Sales or Financing CASH CONVENTNL CONVENTNL Concessions DOM 34 LN(DOM 47) LN(DOM 651) Date of Sale/Time 3/19/09 1/12/09 5/18/09 Location TYBEE ISLAND TYBEE ISLAND_ TYBEE ISLAND TYBEE ISLAND Leasehold/Fee Simple FEE SIMPLE FEE SIMPLE FEE SIMPLE FEE SIMPLE Site 8,513 Sq.Ft. 4,734 SF/SIM 3,191 SF/SIM 4,785 SF/SIM View NEIGHBORHOC NEIGHBORHD NEIGHBORHD NEIGHBORHD Design(Style) 1 STY/DET/GD 1 STY/DET/GD 1 STY/DET/GD 1 STY/DET/GD Quality of Construction FRAME/AVG FRAME/AVG FRAME/AVG FRAME/GD Actual Age 1940/RNVD'01 1938/RNVD'05 1940 1940/RNVD'04 Condition GOOD GOOD GOOD GOOD Above Grade Total Bdmts. Baths Total Bdrms. Baths Total Bdrms. Baths Total Bdrms. Baths IRoom Count 5 2 1 5 2 1 5 2 1 5 2 2 -5,000 Gross Living Area 1,337 sq.ft, 688 sq.ft. +24,120 1,120 sq.ft. +7,600 1,316 sq.ft. Basement&Finished NONE NONE NONE NONE Rooms Below Grade Functional Utility AVERAGE AVERAGE AVERAGE AVERAGE Heating/Cooling FWA/CAC FWA/CAC FWA/CAC FWA/CAC ' Energy Efficient Items STANDARD STANDARD STANDARD STANDARD Garage/Carport 4 OFF STREET 4 OFF STREET 2 OFF STREET +5,000 4 OFF STREET Porch/Patio/Deck PATIO SCRN POR -2,500 SCRN POR -2,500 SCRN POR -5,000 ' RO,DW RO,DW RO,DW,FH,WP -3,000 RO,DW,FH NONE 1 FIREPLACE -1,500 1 FIREPLACE -1,500 1 FIREPLACE -1,500 NONE POOL; PATIO -10,000 NONE NONE • Net Adjustment(Total) ® + ❑ - $ 10,120 X + ❑ - $ 5,600 ❑ + X - $ -11,500 Adjusted Sale Price Net Adj. 2.3% Net Adj. 1.3% Net Adj. 2.3% of Comparables Gross Adj. 8.8% $ 445,120 Gross Adj. 4.5% $ 441,700 Gross Adj. 2.3% $ 478,500 I XI did [] did not research the sale or transfer history of the subject property and comparable sales,If not,explain My research ❑ did did not reveal any prior sales or transfers of the subject property for the three years prior to the effective date of this appraisal. DataSource(s) MLS, DAILY AND PUBLIC RECORDS. My research ❑did Xj 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 Source(s) MLS, DAILY AND PUBLIC RECORDS. Ref ort 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 COMPARABLE SALE#1 COMPARABLE SALE#2 COMPARABLE SALE#3 Date of Prior Sale/Transfer NO SALE WITHIN NO SALE WITHIN NO SALE WITHIN NO SALE WITHIN Price of Prior Sale/Transfer LAST 36 MONTHS PRIOR YEAR PRIOR YEAR PRIOR YEAR Data Source(s) PUBLIC RECORDS PUBLIC RECORDS PUBLIC RECORDS PUBLIC RECORDS Effective Date of Data Source(s) 7/16/09 7/16/09 7/16/09 7/16/09 Analysis of prior sale or transfer history of the subject property and comparable sales THERE WAS NO SALE FOUND OF THE SUBJECT PROPERTY IN THE LAST 36 MONTHS. NONE OF THE COMPS HAD A PRIOR SALE HISTORY FOR THE YEAR PRIOR TO THE DATE OF SALE OF THE COMPARABLE SALE. Summary of Sales Comparison Approach ALL COMPARABLES WERE TAKEN FROM THE SUBJECTS IMMEDIATE/GENERAL AREA,VERIFIED TO BE CLOSED TRANSACTIONS AND WERE CONSIDERED TO BE THE MOST COMPATABLE WITH THE SUBJECT PROPERTY.THEY GIVE A VALID INDICATION OF VALUE AFTER ADJUSTMENTS.GLA ADJUSTED AT$35 PSF DIFFERENCE. ROOM COUNT ADJUSTMENTS: FULL BATH$5,000, HALF BATH$2,500. COMP 2 EXCEEDED THE DESIRED SIX MONTH SALE/DATE GUIDELINE, BUT IT CONTINUES TO PROVIDE VALID MARKET DATA AND NO TIME ADJUSTMENT WAS NECESSARY.ALL COMPS WERE GIVEN EQUAL WEIGHT IN THIS ANALYSIS AS THEY ARE THE MOST RECENT,SIMILAR STYLED HOME SALES FOUND ON TYBEE AT THIS TIME. Indicated Value by Sales Comparison Approach$ 450,000 Indicated Value by:Sales Comparison Approach$ 450,000 Cost Approach(if developed)$ 485,570 Income Approach(if developed)$ THE SALES COMPARISON APPROACH WAS GIVEN THE MOST WEIGHT ON ARRIVING AT THE VALUE,AS IT BEST REPRESENTS THE ACTIONS OF BUYERS AND SELLERS IN THE MARKET PLACE.THE INCOME APPROACH IS INAPPLICABLE DUE TO LACK OF VERIFIABLE DATA. This appraisal is made X "as is", ❑ subject to completion per plans and specifications on the basis of a hypothetical condition that the improvements have been completed, ❑ 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 following required inspection based on the extraordinary assumption that the condition or deficiency does not require alteration or repair: 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 conditions, 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 JULY 15, 2009 , which is the date of inspection and the effective date of this appraisal. =reddie Mac Form 70 March 2005 Page 2 of 6 Fannie Mae Form 1004 March 2005 Form 1004-"WinTOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Unify .n Residential Appraisal Repo.,._. File# 09929907 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 PROFESSIONAL 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 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 WELL AND SEPTIC SYSTEMS INSPECTOR. IMPROVEMENT RATINGS AND COMMENTS REGARDING IMPROVEMENTS SYSTEMS, EQUIPMENT 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 THE APPRAISAL. IT IS NOT PART OF THE SCOPE OF THE APPRAISAL FOR THE APPRAISER TO PERFORM DUTIES RELATIVE TO THAT OF AN ATTORNEY-AT-LAW REGARDING ABSOLUTE VERIFICATION OF ALL LEGAL ASPECTS PERTAINING TO THE SUBJECT PROPERTY. IT IS NOT PART OF THE SCOPE OF THE APPRAISAL FOR THE APPRAISER TO PERFORM DUTIES RELATIVE TO THAT OF A PROFESSIONAL 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 THIS APPRAISAL. • COST APPROACH TO VALUE(not required by Fannie Mae) Provide Mel uate information for the lender/client to ref licate the below cost fi'ures and calculations. _ Support for the opinion of site value(summary of comparable land sales or other methods for estimating site value) THE SITE VALUE WAS DERIVED FROM MARKET EXTRACTED$PSF APPLICATION OF THE SUBJECT S/D AND COMPETING NEIGHBORHOODS ESTIMATED ❑ REPRODUCTION OR ❑ REPLACEMENT COST NEW OPINION OF SITE VALUE =$ 300,000 Source of cost data DWELLING 1,337 Sq.Ft.@$ 139.85 =$ 186,979 Quality rating from cost service Effective date of cost data Sq.Ft.@$ =$ • Comments on Cost Approach(gross living area calculations,depreciation,etc.) APPL,ENTRY,PATIO,FLRS,FENCE,ETC. =$ 30,000 Garage/Carport Sq.Ft.@$ _$ Total Estimate of Cost-New =$ 216,979 Less Physical Functional External Depreciation 36,409 =$( 36,409) Depreciated Cost of Improvements =$ 180,570 "As-is"Value of Site Improvements =$ 5,000 Estimated Remaining Economic Life(HUD and VA only) 124 Years INDICATED VALUE BY COST APPROACH =$ 485,570 INCOME APPROACH TO VALUE(not required by Fannie Mae) ; Estimated Monthl Market Rent$ X Gross Rent Multi flier =$ Indicated Value by Income Approach Summa of Income AI'roach includim su''ort 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 le s X Detached LI 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. Le'al Name of Pro'ect Total number of'hases Total number of units Total number of units sold Total number of units rented Total number of units for sale Data source(s) 1 Was the'ro'ect created b the conversion of existin'buildin• s into a PUD? [;Yes ( I No If Yes,date of conversion. _ • Does the iroject contain an mufti-dwellin'units? ❑Yes Li No Data Source • Are the units,common elements,and recreation facilities com'lete? ! ] Yes Li No If No,describe the status of com'letion. Are the common elements leased to orb the Homeowners'Association? [.]Yes [.] No If Yes,describe the rental terms and options. Describe common elements and recreational facilities. Creddie Mac Form 70 March 2005 Page 3 of 6 Fannie Mae Form 1004 March 2005 Form 1004—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Uniform Residential Appraisal Report File?? 09929907 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. =reddie Mac Form 70 March 2005 Page 4 of 6 Fannie Mae Form 1004 March 2005 Form 1004—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Unify .n Residential Appraisal Repo, File it 09929907 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. =reddie Mac Form 70 March 2005 Page 5 of 6 Fannie Mae Form 1004 March 2005 Form 1004—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Uniform Residential Appraisal Report File# 09929907 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 -i _ Signature Name JOH TA Name Company Name Company Name Company Address EISENHOWER DRIVE, BLDG 800, Company Address SAVANNAH, GA 31406 Telephone Number (912)354-8363 Telephone Number Email Address jganemap@bellsouth.net Email Address Date of Signature and Report Date of Signature Effective Date of Appraisal JULY 15, 2009 State Certification # State Certification# CRA298 or State License# or State License# State or Other(describe) State# Expiration Date of Certification or License State GA Expiration Date of Certification or License 5/31/2009 SUBJECT PROPERTY ADDRESS OF PROPERTY APPRAISED Did not inspect subject property 1705 CHATHAM AVENUE _ Did inspect exterior of subject property from street TYBEE ISLAND, GA 31328 Date of Inspection APPRAISED VALUE OF SUBJECT PROPERTY$ 450,000 Did inspect interior and exterior of subject property LENDER/CLIENT Date of Inspection Name COMPARABLE SALES Company Name DAVIS ASA B Company Address 9 WEST CHARLTON STREET [i Did not inspect exterior of comparable sales from street I Did inspect exterior of comparable sales from street Email Address Date of Inspection =reddie Mac Form 70 March 2005 Page 6 of 6 Fannie Mae Form 1004 March 2005 Form 1004—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE S elemental Addendum File No.09929907 Borrower/Client DAVIS,ASA B. Property Address 1705 CHATHAM AVENUE City TYBEE ISLAND County CHATHAM State GA Zip Code 31328 Lender DAVIS ASA B ADDENDA: DISCLAIMERS: UNLESS OTHERWISE STATED WITHIN THIS REPORT,THE EXISTENCE OF HAZARDOUS MATERIALS INCLUDING, 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 PROPERTY. THE APPRAISER, HOWEVER, IS NOT QUALIFIED TO DETECT SUCH SUBSTANCES. THE CONCLUSIONS AND VALUE ESTIMATES, 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 OR 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 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 CERTIFICATE REQUIRED BY THE USPAP,AND AN ADDITIONAL STATEMENT THAT THE APPRAISAL ASSIGNMENT WAS NOT BASED ON A REQUESTED MINIMUM VALUATION,A SPECIFIC VALUATION OR THE APPROVAL OF A LOAN. THE APPRAISAL CONTAINS A SIGNED CERTIFICATE REQUIRED BY THE USPAP,AND AN ADDITIONAL STATEMENT THAT THE APPRAISAL ASSIGNMENT WAS NOT BASED ON A REQUESTED MINIMUM VALUATION,A SPECIFIC VALUATION OR THE APPROVAL OF A LOAN. THE DIGITAL SIGNATURE ON MY APPRAISALS ARE ENCRYPTED AND SECURED BY A SECRET CODE KNOWN ONLY TO ME.ALSO,THE CODE IS CHANGED FROM TIME TO TIME TO INSURE THE SAFENESS OF THE ENCRYPTION. THIS METHOD IS IN COMPLIANCE WITH THE USPAP STATEMENT 8. THE APPRAISAL INSPECTION SHOULD NOT BE CONSIDERED A HOME INSPECTION REPORT AND SHOULD NOT BE RELIED UPON TO REPORT THE CONDITION OF THE PROPERTY BEING APPRAISED. THE FEATURES AND DEFECTS NOTED IN OUR INSPECTION ARE SPECIFIED FOR COMPARISON PURPOSES AGAINST THE MARKET WHICH IS PART AND PARCEL OF THE APPRAISAL PROCESS. Form TADD—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Subject Photo Page Borrower/Client DAVIS,ASA B. Property Address 1705 CHATHAM AVENUE City TYBEE ISLAND County CHATHAM State GA Zip Code 31328 Lender DAVIS ASA B �j t�r 4. ylt'� r a + ` 1705 CHATHAM AVENUE . �`, ' . ''( J' •`' Sales Price N/A >, G.L.A. 1,337 J a' "1 `, ,i, '" Tot,Roams 5 OS <,.: _ ri,,� ;r�i I; C.!,; x Borrower/Clienl2• f`- r '-. � I. Lender 1•4- . „ ��`II -- �`1 £ s Location TYBEE ISLAND i�F7 ,, , View NEIGHBORHOOD _ _ Site 8,513 Sq.Ft. Quality FRAME/AVG ___________ I - Age 1940/RNVD'01 f... .2Y` . ^' y ` 1:` ,' �lll7�D�ta�f� In���l7 4 - r #, J.-- J.. .;.. 4•6 is",v`y fir ' R Y i 4 i ' y -- ` C it f \ i„,.„;�Mr�� 1s. r ••1{• L t rr - ?4 { , 1. ' t y ,,//y a �y 1.''. ! , ' It 1 -, lr+ f 'e ,�, ,�,. tr, N ..Idil; . � jki y _, -. 4s1:::,J ! ♦ ‘ I rye• , .7,, -4 ,..., " .,,,iit.ti. ,A„st. il f 1‘A 15. ,'"141t4710116iki,‘•,, -':.•,. .s.k.;:t174...e- i „'',,„ ,:i 1,.....‘.4, :„ "',F ; > . ' ' Y� �.. 'S'}.. '>s u�J llll llllDa(�II u�J li lre l4 w ' 41,S ` t ( fey ,.›4i t, tt c.tf V li f'r��.,¢�hy 4 A' y'i i .S J f� - 4 mod- v, .S 'J -.rte =l-3 , - -- --" WJ r Form PIC4x6.SR—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE 'ubject Interior Photo page Borrower/Client DAVIS,ASA B. Property Address 1705 CHATHAM AVENUE City TYBEE ISLAND County CHATHAM State GA Zip Code 31328 Lender DAVIS ASA B . / -1 !�� 1705 CHATHAM AVENUE Sales Price N/A G.L.A. 1,337 M1 � • Tot.Rooms 5 !� Borrower/Clien12 1 . Lender 1 '' Location TYBEE ISLAND A View NEIGHBORHOOD 1 ?N Site 8,513 Sq.Ft. Quality FRAME/AVG 11 } Age 1940/RNVD'01 i fL k II>, , i I 4 ' ,>1'"It Voi-rititu. « L4, tr —- AP ao 4' ...�,. t f 16; SIU](i77➢ecit [)iTh ri®P .a • 1. �.. 1. , . . _ ,,.,, i' f \.1 I w , 4 41iiil i 1 igNMINOM -...a., •• . ,t7', ,..' • -� __ • ''ter__-*f , - , ,' , r , P"I!►` , > th :, Subject Interior 41011 . A . r r { ___' _ I k■ � ,i1 1 L r al esi. 1 ' .* .. - , i ' I. . r it st Form PIC4x6.SI—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Subject Interior Photo Page Borrower/Client DAVIS,ASA B. Property Address 1705 CHATHAM AVENUE City TYBEE ISLAND County CHATHAM State GA Zip Code 31328 Lender DAVIS ASA B j, 1705 CHATHAM AVENUE i : ; ; Sales Price N/A �� ' I y in i• s i G.L.A. 1,337 Tot.Rooms 5 Borrower/Clienl2 __ Lender 1 � -_ Location TYBEE ISLAND View NEIGHBORHOOD ._ a Site 8,513 Sq.Ft. -� Quality FRAME/AVG 1 ., 'K`. -a, - / /__.�/ i.� / Age 1940/RNVD'01 ,40 '-t _ um. Subject Interior it' - , ___ ---,-.7"--------ar ' L. -'''' y,. l ,�.. �i I 1 \ , 0 II , P 1 1 i 3 1 s A on _ WI , i _ \ ii;',...A-"i:.':;::1-;'‘..* .1 ''' '4..` -. . C �, ei .\-:,. •1:4)1 . — Form PIC4x6.S1—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Comparable Photo Page Borrower/Client DAVIS,ASA B. Property Address 1705 CHATHAM AVENUE City TYBEE ISLAND County CHATHAM State GA Zip Code 31328 Lender DAVIS ASA B Comparable 1 812 2ND AVENUE Prox.to Subj. 0.89 miles NE r j Sales Price 435,000 Borrower/Clien1688 Lender 5 +i 1 Tot.Bedrms. 2 Tot.Bathrms. 1 x,• ,:, Location TYBEE ISLAND ` ',•) ' I _. View NEIGHBORHD Site 4,734 SF/SIM Quality FRAME/AVG �* 1ii4 ' -4. Age 1938/RNVD'05 "4 ii e3 .1 ;t._ ,, $ s - 415A6 � • • ;.y. r -. ..., s` .4 ,d, { 4 r, f ../ I Comparable 2 4+{# 1403 2ND AVENUE ':: fir_ . `; , :�., ��` Prox.to Subj. 0.32 miles NE "' � 0 ,1*. ` ;�F Sales Price 436,100• �+ , .k. . '* G.L.A. 1,120 4 ,0 v r . P"r , • Tot.Rooms 5 ,.I,. Tot.Bedrms. 2 vaitiNA, 1"111.1—., . . ' ' ' li - — _ , _.. . .'.., - _. Tot.Bathrms. 1 t}� a J Location TYBEE ISLAND _ , View NEIGHBORHD .:. ., Site 3,191 SF/SIM Quality FRAME/AVG r� , Age 1940 y _ ,v i t 4-4,•,, Comparable 3 ,'f R1,,, 4 . 704 15TH STREET • '"` �l - �' ; Prox.to Subj. 0.34 miles NW ti s ' Sales Price 490,000 + v r. y_ T c G.L.A. 1,316 °� l': - Tot.Rooms 5 Tot.Bedrms. 2 Tot.Bathrms. 2 " Location TYBEE ISLAND �>♦.� View NEIGHBORHD in Site 4,785 SF/SIM Quality FRAME/GD 41, 4 I, 4,. 1 t� r ., Age 1940/RNVD'04 4.‘„,: f om; ' N Form PIC4x6.CR—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Comparable Sales Map Borrower/Client DAVIS,ASA B. Property Address 1705 CHATHAM AVENUE City TYBEE ISLAND County CHATHAM State GA Zip Code 31328 Lender DAVIS ASA B a la mode, inc. 11111.kilwl, sib s, C . , „4„, .,. 2, -00/orp„ i ,kr S' Wit r artaco *'. 6t,o,pt .0 ,,,,, N st P ,t- Comparable# 1 - ... 812 2ND AVENUE --., S 0 N7. 1 er'OCe 0.89 miles NE 4 8.0 st 80 f T ke c'P s,'•." $ •94..,7_ 44°O.tz. Tybee island /0",st Shwej,ou .1.m C! 1‘- 'la 1-001 K 1014 p., t2lb st Kt.1,;11:IFI■A ‘c. .;..9 ..? .e. -4 a S, q 1 -c- Comparable# 3 e i 704 15TH STREET I 0.34 miles NW I aol • A t I 1316.0, 26 I 0 ; 1' nl- Cc" , •.t , Comparable# 2 irs 1403 2ND AVENUE 1 3' 0.32 miles NE sit si 21 4rfc Ave , e 4 cl, so Subject 7/4 1.7th st ,e, 1705 CHATHA\1 AVENUE ' ...,____ .. . . ... 0 i6" g rs ...co Prdte• n d5 26, "..5? 'fru .., ; kith t, 80 300745, . , -LItz-i--2,11.4 Tie_valth:....._,..., :Waal .- ::.. ,:,...:.i4,..r.-.._.. ....•.,..7..• 1.2..'. :..,...-L. Form MAP.LOC—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Location Map Borrower/Client DAVIS,ASA B. Property Address 1705 CHATHAM AVENUE City TYBEE ISLAND County CHATHAM State GA Zip Code 31328 Lender DAVIS ASA B ; Ni.i.; _, .." . - . .. ..-.. . - - „ ,. 70 __ i :41A: '17” OA°. I r'1.13 ''' 1 .k.` **ye :11\ 2 r' % 1 , 1-44."•41,. , .011,:a4•:'' '5'1", i ,,,e't' ' . j., .,,_ LVN rek is,' 's-,..:. ' it ' • ti. 4:: , ,, 2 .......„... a a) ' .e. ..` foe , - I ' 3 .0 * A..rof . _ ... I — - ; -,- 224 1 . 'is ' .., • - e: aw r.v,..4b4 44 I • i ' - . - 18 - '?0 .‘ ,,,(.. ,.." . fr ic,..N?.' / ..... 3 ' •.. ,,,, / N.-- • .., r. le:. .• 41!!'e4 t, 1 --"--,47.J,27.). ,V 'g litor — ( . ''' VrA ;Air. 0 "it ■ 4)--. .4 r7c3 i • 2 . " .." '''. 7..7 MO a, • ■ " 7 2.1 IC i / T ._ ga; ' " • ir 141 Alik 4. 4 i ---' :— 1" 7 . 1 Form MAP,LOC—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Building Sketch Borrower/Client DAVIS,ASA B. Property Address 1705 CHATHAM AVENUE City TYBEE ISLAND County CHATHAM State GA Zip Code 31328 Lender DAVIS ASA B 33.5' bedroom be.rtwrn 260' 43.T bath kitchen 7.7 {wing room 17.T sunroom 26-3' Al :33.5x26.0= 671.0 A2:26.3 x1/.1- 465.5 First Floor 9336.4 L — Form SKT.BldSkl—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE �O� ,�y -Z OWNER K .______ , RECONSTRUCTION/IMPROVEMENT 4� AFFIDAVIT Name of Company 1 Art-P- 49 (( , Telephone 4 la.-C,`K7"gVQ0 Contractor Address 62I4 6 5 i t Ccs ,`1 )• S c J 6K ?7 /c.((s^ Name of Property Owner ASS- at. di 6 Location of Property /1 b c C(/ice...(- Arl-L 4,). 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: 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 $ 4, 110 °o Q. Overhead&Profit $ 1 3 , co.a Total Cost $ 7Sd,, 0a 0, 0 4 STATE OF GEORGIA COUNTY OF CHATHAM Before me this day personally appeared 6A c2 l CLLA tO who, by his/her signature below, states that the information provided on this Affidavit is correct and that he/she has r a , understands, and agrees to comply with all the aforementioned conditions. Owner's Signature 7/ 3Z= "L ' '' >/i //5 !J./..),,4c ;s Sw•. e • yid su s ti before me this / > day of �-°e 2 4% CT Y , o Signature of Notary Public CELfA W.DUNN Notary Public, Chatham County, GA My Commission Expires June 15, 2013 My Commission expires i e 6 CONTRACTOR RECONSTRUCTION/IMPROVEMENT AFFIDAVIT Name of Company Ch. rb(L 4,10 Telephone !i;` tfe'i— gqrvo Contractor Address (0/c S f (C'S At . Name of Property Owner As A- Oc VI I Location of Property 17d C 41, 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 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. 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 $ 1it"6 00 Overhead&Profit $ I ?j I S Li° Total Cost $ 7g ode, a STATE OF GEORGIA COUNTY OF CHATHAM Before me this day personally appeared e \cu& 11,6 c who, by his/her signatu .elow, states that the information provided on is Affidavit is correct and that he/she has re.. und- ands, and agrees to comply with all the aforementioned conditions. ai or' igna�e Sworn to and subscribed before me this day of , 20T ..- I w. �� iS. ;.1 •, .. • •\ 1t-�4r\�7� VENDA NOM Pub0c y Comm6okanmeinis of GOOlgICI My C� Expires Jui 4,2010 ESTIMATED COST OF RECONSTRUCTION / IMPROVEMENT PROPERTY ADD LESS �1OS _ J ajhon� - 4 /€ . Total Square Fo gage of the Structure 6221 SF TEM QUANTITY COST (LABOR +MATERIALS) OFFICIAL USE DEMOLITION&3EMOVAL 1)2,00 FOUNDATION,I EPAIR&ADDITION dimensions Q Q G. slab convential /� ��ry pier (-13) 44Op W CARPENTRY MP FERIAL(ROUGH) floor sf p Ga w ceiling joist sf a wall stud sf 1370 I kiM CARPENTRY,LA IOR(ROUGH) sf Q (p 1 b 14 boo ROOFING sf g Li S ! 8 pt) INSULATION sf a ICo t $ &am EXTERIOR g FINIS I lap siding i+33 . 8'00 vinyl sf siding sf stucco sf brick sf other sf ( Q//(a DOOR ea it d S 00 WINDOW ea a y 10 SHUTTER ea (p f 05 LUMBER FINISH base mold If 3c^ 0 7,Q 0 shoe mold If 3 a 0 lac. chair rail If other If f.2 O goo CARPENTER,LA IOR,FINISH(Tr;NO paneling/bead I oard sf (25{CO HARDWARE(Flt ISH) 35'.0 HARDWARE(RC UGH) I a^^W CABINETS(BUIL'-IN) 500 base If wall If 1 300 FLOOR COVERIP G tile sy 3(0 1 400 vinyl sy carpet sy wood sy SO 34.S0 other sy WALL PREPARA'ION sheetrock sf 3000 6Q0p paneling sf tile sf /00 /SOO other /� PLUMBING(ROUGH) a 8 00 PLUMBING FIXT JRES shower ea ( 3 50' tub ea toilet ea f qj Q vanity ea ( 50 ELECTRICAL(SEI VICE/WIRING) _ 3 OW 4 zt c iucles T r t'x u res, ELECTRICAL FIX URES outlets ea lights ea other ea w HVAC(UNIT&C UCT WORK INSTALLED) TON 51256 i' N O r , r•V) ? 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OWNERS: . ASA 4 iDteORA 4 1�AVIS d . :1`tQ�� O },iTNAt"i',AYE. "' EE. ISLAND, GEOI G-ct,r� {2 r 231-�okf ro � � 9 every effort his been made t dtiy ddd 11 � oversight b try 2 ARCHITECT: . y applicable codes or d€ss.t U C o C4U1, 12t COL. MAN C.�120U1"' G DEP M U rdVieW and permit 101 EAST'GORDON ST warranty r ti t nt . � �� � ��� N "_244L04 rEevyaireyw eetrfaIsS::::::::20:smt raudeed t Oa s I dab.Su tt:of yr I to:dt es ; YANNAW, 31 912230.13-12 � � �� I j T. 3 LANDSCAPE ARCHITECT: , ,t:fie it t i ar y >: • erosion and sediment control, building setbacks, (JO (...1 r € 3a& s s £ 4 ii� i! i T arn. t � a?� a�� air:: tea" b"-- _TO f3E t? l l"IIN T? � o and rive ey , :, see permit go ���I 111 ° 3 Remain Job Site t I , ' �� Q$Q$�„�g Qp INITIAL 4. GEN— NTRACTOR RAL CO • not .�.1/.7/am., _ DATE, -� _ •- • �/""" Seal . or GP- ' _� WOUSE toCTOi {�,0 OX 10,0 - Y;�NNAl-t, G-sE012C-;tA 31412 ' V .�: �urs z.o 3 r ii17S4 ;�M " $ 111 - - �e 'v - - �'' n•• 0 P,,,.._r-i---; fr-11" 'c 0\--4-e--- 94' °Cecjia cl v-1 cl r.` 912.41-1.560 t# g y �. 1 .1 1° r'' cx,-1-e, a/id 'v "" - - ANC STATE ,xo k>.' x xe2 i��srt.Y��'Sn§�e- � {j( e eye � �' �+"'DifREQT-PIR`T"„ , 6,3; Revisions: 1 SCALE:NTS 000 pri o r ? R , u 1 �,i : io _, .: t� a5$a -ohoe�i; a• JOCODr1" ; 'j'_C ���� o { 0-11 y c tU11Di G GZt�h YQ`'ti /FRORT ELEVATION a. . a a '' 0 i /q} USE; . P i3 F..4+� .i5' ab0 Q'2,-1 DRAWING TITLE • A-00' PRELIM.DESIGN =" DETAIL REFERENCE L Al NGS , :- ENLARGED � �� OY , - � � � :. r r) - 1 DEMO N 0 DETAIL cal ' _.� 511 5� ���� NOTS Z , . 5102 RRAALL E-64,_,,,, 4100 � N FLAN a .�0 _ i-L-1, 1 5cloN cup euiLoit,t Afo,d,e)=GTt02�4 No. . 0 02 T i,--i B . . , , . .. ' t410., E..4; 13 . 4:1 , , A412°011 FRONT <4 ,7...:-, ICAT iD 13 0 _,,,,„rot lzr.4 ›.. DOOR 111t15ER IND OR A202 T 5 SIDE ELEVA ION, ..tivi trl F.' u ;5-44, ow 0 4301 DETAIL: SECTIONS REAR ELEVATION _ .,, t...4 E.4 4 SCTONS Date: 10- .0-09• I INpOW No. INI ICATOR Dxawn ADC' _. Checked BY. CAD Fide: 0820 Iv S T I� ROOF PITON INDICATOR 'SHEE o. S 0 3 . LIST CAL : NT5 C S S aao OF STANZA '.I) S M 02 SCALE: NTS 000 _-_.-- _ ...- ____ --_______.___-___...........-_-_.___....___...-__..._._ .. .... _ ___-__..........._.._.W___-_...-_._____-_._ _____...____.__--•----.-.._-._.-_-_------- _ --_ _.._ _.__ • N rU . M ON . . . •--�os . .. } W 1 a 0 to ' M M 1...1 N N i:4 � r.44 .1."/(.:) Z -' i ... - .. LOT D - 1 n P 0 4• N 49°4205 E 78.09' �IVIF 11 m +f 1 /2 RBF . 5 /8B P z `" p z cd ■ to :V• CO 02 a.. a.� : ('� .. 03 sewn — ar o awry �r a o w� �ws-II— ' � I - ° z-1- _--- I ; I a >cct tl i►•t rumen _ cil El . r 1,-. . ...,_ IN __ITC: --1-In M 1 I • . 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I �-�co i 1 I /r • X I«�U X o8 d tgTg1 o oFi Io q qs n,v m O ) a I o a o o q cw iiii: iiiiiii� / I �.> .r \)11\ L X PRELIM.DESIGN • I II • I 1 1 •I Co I >c.I I I rr.,c\i \ A I iX ,1y 4 -o • H () jc I I 'c I Ic5� 2 . .• CD 1LxXwooNF / J � � ENCE I �... � x . A X x x --- t w I I t w • 01 SITE FLAN v II c---1 5C�4 - � ti/1 11 B FL CMF I «. ..a ..m...... .. .m a.......r .. .. Job No. 0$20 S 50° 09 ' 04 "W 4 ! Drawn By: DBK . 70 ' ' Checked By: GDC ILL AVENUE 0 f . • INLET Checked File: 0820 DC • � 1 C SHEET No. . 1 . c min 1. OF 4 51167 1 N W M .. C4 ...a e a � ''''' � cc) M • 1•••4� (y lV cV N •-+ . • L 0 T 4) . At E" ix. ° 1 ® Ills >� M V „dial Z c,) .-4 ., /5 / I " RI I n to 44 4) P P . P z a rt I P:T Eil LO 40.. - ° '� 1�.06 S' ETE3ACK I ..: M MIrwI. mom M MMM—. ems MMMMM! awe imam MMMMM! 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M ■ M M M M M M ,1°� �'`�BEAM i .;% a„ pi ) •-------fit ""-_.,.' _ N ! �i� � ! 3 , i� 8'11" CLG•s:. ......:" _.h1T '► I e ,j-3C *, rr - ,, v, ill . ti,, , ----- .. ,., /_. c./i f TREE TO E3E siir:1 6: SUN �O '.C#� REMOVED i 0 do_ la!0 1. FIELD VERIFY ALL. EXISTIN 0' Z) cO��ii IT IONS AND CLARIFY ANY 1 z CONFLICTS WITH R C ° L •01■-: 9 i Q z i g ° rv'1f�" CLG�. M 2 MATCH ALL EXISTING EXTERIOR ..•.-. a I I <C MOLD IN f:RO ILES AND DETAILS. b _ I )( ILI <4 oz (1141::._, 3. SALVAGE XISTI MATERIALS RI, LS * ° ' WHERE FOSSI1BLE FOR REUSE AND 4"et c„,9 W RECYCL I\EG. (3 I ! '0 Job No. 08213,,,,,,.,. .,_ . . /Ar • 40 •.: 1 t— .,....,P r::::) .5. . , .,.�> ;""8:�rx >�iK i �j Date: 10-10-09 ��`^c.'y?Jr. �ry::.51•t .w•fK� ."/:`:ig`:°,'N/1 /� 1 tip£€�3�v>�•%1�� �.. '��1:-��:;F^�':i° t.1 WALL _ t straw , �..54 � I , By: , K ;s ;ass,`, ____ Checked By: GDC �.�a,Li(�'l��9 yf V `'` CAD File: 0820 M5 • DE } j;°uitk�.c NEW ALL 7-1 ''„,,,` ,al SHEET No �'' i 4~V V 1 DEMO i L' `N i D 1 SCALE ♦ NM .. gir, , I ('_ . I _ \� _`� L OF r • ev o r. �o i en ON t ,tea, .- o �� SEE ROOF PLAN - N RAFTERS Pa .......-•• STRUCTURAL CALCULATION FOR WIND LOAD PER IBC 2000 SSTD . 9 2} ' (SEE PLAN) �, ON ON y S 4 ASCE / 2 PLYWOOD OR OSB ROOF i z ANALYTICAL PROCEDURE: -= PARTIALLY ENCLOSED BUILDING ° ° SHEATHING (SEE STD. DETAILS) SIMPSON HURRICANE CLIPS C� F.A: RAFTER co IN SECT'. R60 AND 10.0 SECT,305. H # 2x4 D LENGTH OF SHEAR WALL NEEDED 2x BL. PLATE , MUST BE DETERMINED B THE HO / 2x4's@16" a/c KNEE WALL DESIGNER. MINIMUM THICKNESS 2x4 BLOCKING A " REQ. . ° , SHEATHING ROOF DECKING END w 1 . GENERAL I „. - ALL OI ST UOT # M 6, CHECKING SHEAR. CAPPACITY OF THE EXTERIOR WALLS:• 8. CHECKING 5/8,170 ANCHOR BOLT© 32" o c max: GA ALL SHALL f UI IN ACC3IAOE WIT d TOPOGRAPHY : HOMOGENUOUS TERRAIN : SUBURBAN SSTD 1 �° - ASSUMED THAT WINDOW AND DOOR OPENINGS ARE SUBSTITUTED w/ SHEAR FRAMES r"i�3 i ` D° S T .2, o (SEE. STRUCTURAL AND ARCHITECTURAL PLANS FOR FRAMES POSITION) UPLIFT FORCE AT ONE ANCHOR BOLT: ¢, . FIG, Aa 7. .1 R, ROOF. EAVE HEIGHT : 30'. - WORSE CASE IS WITH (--GCpi) F= 2.66x42.28x20' = 2249.29 lb A FRAMING: WALL STUDS 2x6's@16" o/c, 2's RAFT SPACED• 16" a/c 1 A 2x4 BASE PLATE .1 y RAFTERS FIRS-- FLOOR FRAMING ON PIERS AND ERS WALLS FORCE ON LINEAR FEET OF THE WALL: SSTD SECT. 305.4.3. WITHDRAWAL CAPACITY 5/8"0 ANCHOR BOLT@ 32" 0/c max: SIMPSON Hi1RRl�ANE CLIPS @ 16" a/c a <, > «=26 Windows and doors shall not STANDARD BASE PLATE ANCHOR BOLT R MEAN ROOF .HEIGHT: 30'--6", PITCH 6:12, 25'x{49.63-5.51}x62.5'x0:5 ; N'ti 3 SECOND GUST WIND SPEED F- 49' I II W 'll1l 5/8" ANCHOR BOLTS (7" EMBEDDED) :. V = 130 MPH ZZ 1 Will I ALLOWABLE TENSION: 3140 # (AT PIERS)3s F- 703 plf le 0 e Weil l" • EXPOSED LOCATION (EXPOSURE "B") 1900.# (AT SLAB EDGES) CEILING JOIST 2. VELOCITY PRESSURE: i� 1 Studs each and. (SEE SCHEDULE) H 15/32 CDX PLYWOOD OR 7/16 OSB WALL SHEATHING ALLOWABLE SHEAR: 2906 # (AT PIERS) 1 U o WALL AND ROOF SHEATHING WILL BE NAILED WITH 1 Od NAILS (TWISTED SHANK) 1 800 # (AT SLAB EDGES) .� w V2* 3"0/6 AROUND EDGES, AND 6"o/c IN FIELD " " F �;, qz= 0.00256 * Kz * Kzt * Kd_* v * i (psf) DETAIL A Al I l C STRAPPING o � Kz = 0.66 CASE#2 (MWFRS) TABLE 6-3 Fall= 840 plf (PER SSTD 10'-99, TABLE 305N1) All DSLl :fa:: Ts o Kz = 1- TABLE.6w.1 FaI1- 3140 lb comply 7 4� �. bp case„ply ah NOT TO SCALE t--{ 0 U o Kzt =1 FIGURE 6--4 - 8ta1 n .O O N Kcl =0:85. TABLE 6- 4 (MWFRS-BUILDING) 1/2 GYPSUMBOARD _ Dd � � � .. I Fall > F ------- 3140 > 2249.3 lb V = 130 mph OK K � - IO 15/327. COX..PLYWOOD OR. � � o and State of :, Fa{!= 100 plf (PER SSTD 1099, TABLE TABLE 305N2) 1 16" 0 SHEATHING w qz- 36.77psf I. Amendments PER S OH. � � TOTAL SHEAR CAPACITY OF THE EXTERIOR WALL : SHEAR FORCE AT ONE ANCHOR BOLT' R 3RC L..:.._ ITITU il' ,L�• o . _ C 3. EXTERNAL PRESSURE COEFFICIENTS; Fall= 940 Of SOLID BLOCKING ® 48"o/c F= 2.66x703= 1869:98 lb (FIRST TWO BAYS) 8d NAILS 0 4"o/c Fall > F 940' > 703 plf ► OK Fall- 2900 !b Seal: �°^-"`~�--• PER FIGURE 6-6_ASCE 7-02 - (MWFRS) PARTIALLY ENCLOSED BUILDING °F NOTE: USE .RIGID FRAMES FOR ALL OPENINGS AT DISTANCE < 36" `� �'c, SURFACE.. SIDE L/8 OR H/L a (°) Cp FROM BUILDING. CORNERS Fall > F �- ----• 2900 > 1869.98 lb ------�- OK `I I� fir_ # �'" �� ... : . .-.-- : WALLS WINWARD ALL 0:8 ! 7 2x s STUD GAB E END _- - ,»i ;. WALLS : LEEWARD 0.78 -0.4 J r h n: :. WALLS SIDE ALL -0.? @ 1 6"O/C (SE PLAN) t el : ; ��, ROOF WINWARD 0.5 a=26° t0.3- 7. CHECKING RAFTERS HURRICANE CLIP' ROOF OVERHANG, act- ROOF _ ° GLAZED .OPENINGS GENERAL NOTES ( EE ARCH. WALL SECTIONS) ¢ ot;e0tt;AT'Ev..9 4 - 0.5 a=26 , 0:2 , '.,�"" ox ROOF LEEWARD 0.5 a=26° --0.6 WINDOWS, GLASS DOORS & SKYLIGHTS SHALL BE APPROVED AND INSTALLED TO COMPLY WITH BOTH -31.25 _42.28 F NEGATIVE AND POSITIVE PRESSURES AS REQUIRED BY SSTD 10-99: DOCUMENTATION OF COMPLIANCE • CEILING JOISTS '�, SHEAR TRANSFER: ' 4. DESIGN PRESSURES FOR BUILDING: SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR OR SKYLIGHT AT THE FRAMING INSPECTION, (SEE ARCH: EITHER NO JOINTS IN SHEATHING F (SSTD TABLE 602A1, 602A2, 602A3) p , ffi WALL SECTIONS) OR USE 16" MTS STRAPS ® 16"o/c Revisions: P = 9*G*CP -- gi*(GCpi). (psf} i ALL GAZING IN DOORS, WINDOWS, OR SKYLIGHTS SHALL. BE TESTED FOR 'LARGE MISSILE IMPACT • • G = 0:88 (FOR RIGID BUILDING) _31 25 - �� RESISTANCE' AS NOTED BELOW. OPTION: PROVIDE WOOD STRUCTURAL PANELS FOR EACH OPENING. �'`-- ------ Ong -42.28 PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A MAXIMUM SPAN OF 8'. 15%32" CDX PLYWOOD OR GCpi .± 0:55:(FIGURE 6-5) 41 i "A" PANELS MUST BE PRECUT TO SIZE, AND ATTACHMENT HARDWARE,PROVIDED, (3" LONG, 1/4" 7/;16 OSB WALL SHEATHING DESIGN PRESSURES (psf) DET: DIAMETER SIMPSON SCREWS AT 12"oc AT PERIMETER OF PANEL). EACH PANEL SHALL BE NUMBERED CEILING DIAPHRAGM ' ►= PO IRC CH. R603.7 SURFACE SIDE q (psf) • Cp ' q .G.Cp likj4 . OR MARKED TO INDICATE WHICH WINDOW IT SHALL BE INSTALLED OVER, (IRC 3012.1.2 AND ►x - (psf) (-.GCpi) . (+GCpi): �0�- SSTD 10-•99, 604). PER SSTD-10-99 \� SECTION 306.3 WALLS WINWARD 36.77 0:8 29.41 49.63 9:19 2x4's®16" O/c CONT. KNEE WALLS °,E. TEST REQUIREMENTS NOTES: • WALLS LEEWARD 36.77 �fl.4 14.71 5.51 -=34,93 - WINDOWS ARE TESTED IN ACCORDANCE WITH AAMA 101 I.S.2. 97 SPECIFICATIONS, WALLS SIRE. 36.77 -0.7 -25.74 --5.52 --45:96 -- TESTED LARGE MISSILE IMPACT RESISTANCE TO ASTM E1886/E1996. (2) 2x TOP PLATE F • -- FORCE AT ONE HURRICANE CLIP - TESTED FORCE_ ENTRY RESISTANCE TO AAMA 1303.2. ROOF WINWARD 3637 -0.3 --11.03 9.19 :. -31:25 F= 1.33x42.28x11 = 618 lb - DEGLA.?ING TESTED TO ASTM E987. WINWARD -36.77 0.2 7.35 20.57 -- 12:87 - TESTED WATER RESISTANCE TO ASTM E547/331. 2x's STUD WALL oo °o ' ,o �' o >: t"" o^azsmla: as : d ROOF LEEWARD 36:77 -0.6 -22.06 -1.84 --42:28. USE {2} SIMPSON H2.5A OR (1) H10 HURRICANE CLIP - TESTED AIR INFILTRATION TO ASTM E 283 0 16 a/c (SEE PLAN) a, i;.v o aria - J UPLIFT CAPACITY - TEST REPORTS AVAILABLE UPON REQUEST. -4'-- •• .. " v 9 b 0 8.73a1:1 PLATFORM FRAMING - ALTERNATE METHOD 2 a ro d "..s 2 : 2 Fall- 1 040 lb (2) SIMPSON.1-12.5A IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEN WOOD STRUCTURAL PANELS s „�, 0 8 Fa#I- 945 lb (1) MUST BE PROVIDED FOR EACH OPENING. PANELS WILL-HAVE A MINIMUM THICKNESS OF 7/16 INCHES c 6• K5 a O H1O HURRICANE CLIP AND A MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE WITH ATTACHMENT HARDWARE EXTERIOR WALLS w 8 7)•g e 3:g0) - 20.57 _ -31.25 „ PROVIDED AND NE NUMBERED R O THAT A HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION " "hi" n+>" 1.84 -4228 � 1 2 AND ST 60 (-GCpi) +GC OK IRC R 301 . . . 4 GABLE END ALL FRAMING 4 c .s p . z .9. Fall > F ►- 905 > 618 lb ----►•- w 4 s ° C . P (PER FlG. 1305K) a O o . � 8!H v° ,;g�� ate " M• 4 8301.2.1.2 Internal pressure. Windows in buildings located in wind borne debris regions shall have glazed WINDOWS, ORS AND NO �- R 3•s a 8. g openings protected from windbome debris or the budding shall be designed os o partially enclosed building in LIGHT NOT TO SCALE accordance with the international. Buitdin Code . Glazed opening STD 10.99 TABLES 602A1,602A2,602A3,SECT,604 PRELIM.DESIGN 20.57 -1.84 '+`31'25 -42.28 the requirements of the Large Missile Test of ASTM E 1996 andgofrAASTMi E 1886 jrefer ncedethereintafl meet AND INC 301'2.1.2 • Exception: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and a maximum span WINDOWS,GLASS DOORS AND SKYLIGHTS 49.63 _ 5.51 9:19 �` .93 t4 shall opening protection and e ug Panels s hoii A A I 0 WITH ROTH i _-. be p r ecut o cover the glazed openings with attachment hardware provided. Attachments shall be provided i accordance with Table 8301.2.12 or shall be designed to resist the and cladding loads determined I A NEGATIVE PREMED. 15/32" CDX PLYWOOD OR R_ ''" '�`"- ' in accordance w i th the h e pr ov i provisions of International Building Cod e ' 7/16" OSB ROOF SHEATHING NG ----�•. 1 213 Wind speed When 7 ............-..4.... ...___ _ -;... _____.,,._ THE NOTE IND CALCULATIONS AND CODE PROVISIONS SHOWN ME IN NO WAY three second wgust sw nd velocities of Figure R301.2(4) shall be converted based fastest tin mile mile velocities a using `(SEE ARCH. WALL ECT{OHS) PER IRC CH. 860 EE IN ANY RELATIONSHIP TO INSURANCE COVERAGE.INTERPRETATIONS AND Table R401Z1.3. SOLID BLOCKING ® 48"o/c -_._-•- •�---- ---•: _._.._,.. NO ATTEMPT Is MADE TO SUGGEST OR iNr£RPREr INSURANCE CONTRACTS SSTD 10--99 - 604 PROTECTION OF GLAZED OPENINGS (FIRST TWO BAYS) ' 8d NAILS 0 4"O/c • In regions within one mile of the coastal mean high water line where the basic wind speed shown on Figure ----do -+--°-- =----.-►- -�-#-- 104A is 90 mph or greater and in all regions where the basic wind speed shown is 100 mph or greater, t openings ha protected from windborne debris by products which meet the requirements of the . _..__-,.- --'1-.- _`___...' -_. . large dmissitent test inII SSTD p12.c p q . glazed b r e u 49.63 . EXCEPTtONS• 5.81 9.19: --34.93 .. !- p•is Wood structural panels that cover the glazed openings with a minimum thickness of 7/16 inch provided 2X's STUD GABLE END w with.attachments in accordance with Table 604 or other attachments designed to resist the component and 5. DESIGN PRESSURES ON.. BUILDING --- SIMPLIFIED SECTION,: INCLUDE INTERNAL PRESSURE: cladding loads i n accordance w i t h Tables 6O2A1,"6o2A2, or 602A3. c� 12"o/c (SEE PLAN) ROOF OVERHANG }' .,� Q STUD WALL FRAMING 2. Wood panels constructed and installed in accordance with Appendix I, Hurricane Shutter Design and installation of the Standard Building Code. APPENDix B CENTER 2x BLOCKING i--4 . 2 ROWS of. 16d COMMON . �' •S • EE TYPICAL NAILING ® 24" O.C. STAGGERED 1 Consideration of Internal.Pressure Fluctuations ON SHEATHING JOINTS Q • • B .5 SHEATHING SCHEDULE STUD WALL FRAMING SEE TYPICAL_ NAILING In formulating the wind provisions set forth in the Standard Building Code, buildings were classified into three 2x BLOCKING I (SEE ARCH. WALL SECTIONS) Q, I • SHEATHING SCHEDULE a categories: ) "Mil - 1. Enclosed Buildings ; rr t �N l�, X11 6" �1t, 111 2.. Caen Partially Buildings Enclosed Buildings, and NON DIAPHRAGM 15/32" I 3 16d COMMON �� FLOOR 16d COMMON ® 16 0.C. (3)16d.COMMON FLOOR p CDX PLYWOOD OR( ) t� The primary reason for #his classification scheme was to permit the combination of wind induced external CEILING 7/1 6" OSB WALL SHEATHING NAILS 0 EACH. SHEATHING FLOOR SHEATHING NAILS CAD EACH ( SHEATHING pressures with internal pressure fluctuations. The requirements given in the standard are based on the T END OF BLOCKING f-- END OF BLOCKING ENCLOSED BUILDING cafe o which rovides for internal ressure fluctuation coefficients of 0,2. This �c` i PER IRC CH. R603.7 04? t.t ,. i Till --2* BLOCKING or APPROVED g ry' P P t--� e �I ANGLE DEVICES category includes buildings in which significant openings, if any, can be relied on to be closed during the ! (SEE ARCH. WALL SECTIONS) o �' }J JOIST ■ passage: of a storm. For dwellings having large picture windows or sliidng glass doors, they are assumed to I i S II �� JOIST ■ be protected from breakage by wind borne debris with solid opening protection design for Components and ! U 1�� DOUBLE JOIST UNDER WALL Cladding Cods of SBC 1606. Furthermore, it is assumed that all glazed areas and doors (including garage - � -�{ PROVIDE FULL DEPTH 2x (2)10d TOENAILS EACH SIDE if '�� 2 f Od TOENAILS EACH SIDE doors) have been designed to resist the a ro riate wind forces set forth in the Standard Building Code i 1-",' �•+ BLOCKING 32' O:C; FOR PROVIDE FULL DEATH 2x ( ) 9 pP F. g H , V) LENGTH OF THE DOUBLE PLATE EACH BLOCK of FRAMING : jIM BLOCKING ® 32" O.C. FOR EACH BLOCK of FRAMING Section 1606,2,5. The ± 0.2 coefficients are intended to account for the contingency that a small window or CLIPS EACH BLOCK " LENGTH OF THE DOUBLE PLATE CLIPS EACH BLOCK door may be left open or fatl during a storm. RACOON FRAMING -- PREFERRED METHOD. 10d TOENAILS ®: 12 0.C. alp„ or'APPROVED FRAMING I Jab NO. �g2Q ,. DEVICE STUD W A L L FRAMING Buildings not meeting the above c r i t e r i a s h a l l-b e designed under the provisions for PARTIALLY ENCLOSED BUILDINGS and are not covered by SSTD-10-99: EXTERIOR WALLS a Date: 10-10-04 ALL CONSTRUCTION WET COMM UTH TEE . GABLE END WALL FRAMING Drawn By: DBK1 INTERIOR BRACED_WALL (PER FIG. 30541 GDC PARALLEL T O JOISTS *0 or 2/3 JOIST SPACING INTERIOR AD BEARING W ,I.S S 1o ' i °H IRC . AND T i Checked By: INTERIOR_ BRACED WALL NOT TO SCALE (WHICHEVER IS GREATER) IRO SECT 8602.4 INTERIOR LOAD 4 "7 !HUG C 7�: , _" „CSI NOT TO SCALE 1 CAD File: 08201 M5 INTERIOR WALL BEARING WALLS SHALL ARALLEL. TO JOISTS RIOR BRACED OFFSET I G L CONSTRUCTED, T.A. ' � SHEET No. NOT TO scALEPARAL:LEL TO JOISTS FAF AND �., . ..-.,a WALLS. NOT TO SCALE ii 01 ST RUCTURAL NOTES S�1 'SCALENTS • ! OF a _ t " ' Ic • ' M-0\ ! ,•••r 01• P4 , NUT & WASHER - Same as below re) M ismouni ice- ON I ROD - GO-BOLT all--thread rod is available in z ON CDX PLYWOOD OR 1 8, 10 or 12 foot lengths. This allows easy customizing *-+ •. •• OSB ROOF SHEATHING" SIMPSON H10 HURRICANE CLIPS of rod for varying height requirements on jobsite. '� Specifications - " - Zinc plated - Yellow chromated E E 1, (SEE ARCH. WALL SECTIONS) ROOF. RAFTERS GO-BOLT NUT. AT 16"o/c GO-BOLT.3X3 WASHER ,w cel 4 ! �0 COUPLER - x 13 Zinc plated - Yellow chroma#ed. ,.+ 1 T T 1111 T T T .' r all NUT - 13 Zinc lated -- Yellow chromated ee :::, ..:; ... :.:4 ..:� .... .... ..::r - WAXHER - 2" x 2" x._" plain plate washer, I ,.3 0 i A V. ! EMBEDMENT SLEEVE - The btacic embedment sleeve should be covered by the paur, Q ,gi (2) 2x6 TOP PLATE Mi� z a 4" ', GO-BOLT - The GO-BOLT is available in two styles, Q cC `• the standard bolt and the lintel bolt. The standard ►-1 > bolt has a 20" stake member on the bottom of the At HEADER. .4 :•".4 bolt for placement into grade: The lintel bolt has .K r4 2x6 :BLOCKING (SEE SCHEDULE) •`' '. a hanger across the top of the bolt for placement - •, in lintels, stemwalls or monlithic forms. _ z SPECIFICATIONS: 5/8" diameter - 6" embedment r � M Zinc plated -- Yellow chromated. ; i c V f 1 CDX PLYWOOD" OR. ! �i� ' �: B • OSB ROOF"SHEATHING �' U "' °..,0 U (SEE ARCH. WALL SECTIONS) ¢ 4 � a a. (2) FULL L NGTH STUDS 3 I' �� o li v -r s WINDOW a� i '>GO-- BOLT" THREADED R00 TIE DOWN SYSTEM it47 �> 00 O r4 0 `.OPENING v �,. •ent at slab level: d 3 ore - o o a rs ner, the bolt w o � - P g 9 en r seam t Go t u r HEADER STUDS he B tt a b ild' c i ! C o• be$ placede8 to 12 inches away from thencomer so it does not set � • I ! (2) FULL LEND-H 'STUDS 7-(SEE SCHEDULE) a ,,, III£LII!IIIII11 L Q 2x6 BLOCKING w under the corner framing members. When a Go-Bolt is specified at a /401#r" i #.,ta building corner, it may be placed on either side of the corner. �. - Header ends: When presetting the Go-Bolt at a header end , the bolt ----""~ '- should be placed 8 to 12 inches away from the header end so it does not [ ��� Seal or fl fl 2x6's WALL STUDS © 16 o/c �� •. 'Q / fall under the stud pack framing members. � �� �',. �''� 3/4" PLYWOOD ' LOOR Top Connections: s# �', v ,� ¢ GO--BOLT ROD Top connections made at corners and header ends shall be made within , , �� 2x6" BASE PLATE 11! =r ' ..- v ART 2 inches of the framing pack. A nut and 3X3 washer shall be applied to i `� I I GO-BOLT COUPLER FLOOR JOISTS C� �,� .1‘ ce FLO 16"4/c the top plates and tightened securely. ; ..0 44 S i {SEE PLAN) Coupler Connections: i `'fit °�= .o Intermediate -i 01 ') n in 1;/1 `' f ,� RfE a �,, i' , i When using the rod coupler, care should be taken to ensure full and t < II ��k� EQ PvQ,�+¢ equal thread"engagement. This is easily achieved by threading the ( t �'Li �� coupler all the way onto the rod, then standing the twa rods end to end, �j% I `1� �� 111111111111111 11111 � �'I% l" _ then threading the coupler back over the rod Joint so each rod is ¢ Revisions: 'V " " r-- halfway into the coupler. i U CORNER JACKS . . 2x6 s WALL STUDS @ 16 o/c Retro-fits: I� �" 2 2x6 TOP PLA�1\\\,,,,, /' E " L. ( � In the case of a Ga-8a1t misplacement, the Go-Bolt rod may be epoxied into. the concrete. Call Go-Bolt Technical Support for a Technical i .. . Report on proper retro-fit procedures. E SCHEDULE) Sate plate to stab connection: ICI . . HEADER " (SE S H The slab level sole plate shall be connected to the slab with the 1 z connectors Specified and at the spacing specified within the design �' P - documents. Go-Bolts shalt be placed as per the Go-Bolt Design Package. �' w Go-Bolts, with a nut and washer at the sole plate will qualify as a sole- j • 6'-O' N ____-;,_�, plate connection but may require other anchors intermediate of the Go- I Pr 2X6 BLOCKING 2x6 BLOCKING 1/Ty ° a a6 Bolt locations to qualify' the specified spacing requirements, t.•s a O p s e.o gt Go-Both 5v tem Tia enina: ` w 4° a ' § °0. a o w _S ht , A R DOOR _ On multiple story applications, the Go-Bolt system shall be rechecked '1 I ° . ° S..g 4 a s.{ ) U L L L NGT TUDS for p r tension t b f r th ll d Th !t li th 111 U o 0 ; t .tt A"OPE ne i o e 0 08°1 °81 b•01 l pra Jus s are ve ere 's w a w PICA' ALL 2. H STUDS e eoe a wa � wGo-Bolt system to compensate for the buildings dead load compression. . W a e a &a ti �, HEADER STUDS I ASSEMMBLY a ,§ oilLsz 4 • 8 - , Inc. . Phone: iQ� (SEE SCHEDULE) c.� Go Bolt `----/- 7- f 2250 Oakhill Drive Facsimile: (904) 731037 U 11 g N ° •N M j ► Deland, Florida 32720 Toil Free(:90(48)887)347-347446046 NOT i TO SCALE e ~ a� 4,�.s.g w, ° 7 _. I w Registered Trademark No, 1,919,252 PRELIIvf.RESIGN - Registered Patent No. 5,392,573 2x6 BLOCKING " LL LE STUDS _ _ 2x6 BLOCKING & ESI Compliance Report No. 9508 14 , (2): F L NG"H STUD No FA -'— ---- Texas m Insurance D p rk of Report Ci IT -•--{- Tex Department ent GO-=BOLT 2X2" i�WASNEF II II i Ili 99 99 �. 5/8" GO BOLT EMBED" G O - B O L I F I SYS 1 I- V (3) 2X1 0S. GIRDER h—i C) W C- � :_J. TYPICAL TWO STORY "EXTERIOR. WALL ASSEMBLY DETAIL AIL �""�g Z ),,,a NOT TO SCALE I 0 SV AND LONGITUDINAL LOADS T gcl 0 ••< g RANSVERSE AN L'L MOST a- € 'S _ '( }� .•�J Load D lbs. per raft • FAMILY_#„....,..-�."�",`.�' �,�_->•._.,.,....._,I_�� r �`"` � ,s Direction @ _rafter �i� �, ��S li- rte(,- E r,e3$ S Y r s #E c ' Ba2 R t , - t ,-c i f` }�, J1' : ;_ - I H III OPTIMUM °CODE COVERAGE 1V STATE P P Fr Transverse 360 <° e This da d� tcfs ay be submitted under any 640 ! 1 technique G0-BOLT ALLOWABLE VALUES one of the mea y code onph once cr terra.stThis design as proven to comply with the Stdndard Longitudinal W ..o...:Building Cade, CABO, One and Two `Family Dwelling Codes, .SSTD 10-97 and other applicable .d 4,1 ;' Connection Type Allowable standards,from Texas to the Carolinas. TOP TI DOWN E yp Value T P ALATt: E OW i s� C� RULES:` ..1.. One. Go-Bolt at each_comer. Anchor Bolt/Rod Uplift `� F'Foundation / S:Y.P...Top Plate 3990 2. One Go-Bolt.'at "each end..of shearwalls. p I 3: One-Go-Bolt At .each :end of headers 6.'--0" or longer. D;a. inches ( lbs.} i Foundation / Spruce-Pine-Fir Top Plate 3725 , „ " Job No. 0820 4." Go-Bolts 6'-0" O.C. through watt sections. _ �1l) •i 1/2" Coupled"to 3/8" Rod with 3x3 washer 2405 Lintel. or Bond Beam "/ S.Y.P. Top Plate 3860 . 5, Check sub-sheathing to top plate..connection:for horizontal_transfer capability. " Rate• 10-10-09 6. lf.:necessary, Go-Bolt girders individually to exclude the from average uplift pit 1/2" Coupled to 1/2" Rod with 3x3 washer 3315 s U . Lintel or Bond Beam / Spruce-Pine-Fir Top Plate 3725 7: Check sole plate to slab connection, additional anchors may be required for lateral and shear • 1 Drawn �� load transfer. 5/8" Coupled to"5/8" with 3.5 x"3.5 washer 4500 I Checked. By: GDC LISTED WITH StCCI PST 8c "ES! REPORT NO. 9508. 3/4" coupled to 3/4" Rod 3 3 5 h AD File 0820 M TYPICAL. WALL c M5 upl@ a with .5 x . was washer 4440 ASSEMM BLY ; NOT TO SCALE SHEET No UCT' L S - i S ....12 • S-2• HL' OF _1 i . _ _______ _____ _____, ,42,`-6" / / '� \ - ........ —,1. �tt1. 0 r. .'�.�„— f �i�1111►V11o.�11► �. .,,.......�.:►1f;..,,... ►�.= it 1 11\Soik_ 11 t �I • 11 111 I 1 I\ \\ uu i 11 k5N h\ss\ to 1›.. 11110) 1- (*) M 0 7c 1,1 Iii ' ♦ ' ''.4147114 N-....,*4..fts?.,:, s-s5.14:s--ki 1114L altkillik .6..\\'..... _ ; 1 / I Il ''. "` .,—g- d'cis ' ii ���♦ii� O.a.„ .„,..,..,,4„:„. uq t' ``t7Y h.5J �Y \ 1 +1111 1_111_ 10 NI r !ITP:r-z-6- r-1-0 E ill T- iliaLleamip th,0 r., -.:_-:-----.---\-- . ..... viv.i.0 - 1 1111161.11111111;::::::::::::::: 11: _- ' 1���� -CAE itf Lwow ,�, 'wow. ? rr���► rrrrrrirrir�� - . ....0 (1) { m :v /ter/iir/i"i% { 0°70 � - r//.,,, , v N _ _ __._..� 2�-$'t I a Q0 tO \3 t\) N ' /;/A o z z ..,,.........1111...,. I i . 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NCx:)) :),S .___ _ ■„, ■...s ""*"........... ...,,,.. I NS' `'` 1'-4` 31-2" 4'-0" 3'-2" ',;4' ,_4,' 61-0" 1'-4' 60" 11-4' I /..,,,, M r CA.p. ©V fry 21 `� Ai D ui A_{Ri U) ,3'-0" 1�,-0II / tJJ SSGG// �' �G7 33GG// 1 Q , 0 ^ - 1_1.11, 11 1^111. 0 Z Z. • ( • r m . ,. 11 • c.., Copyright&Reproductions of Drawings t/2 C/ b b o An Addition for: s ; C: 1.This Dra u the sole roe of r5n �' �. » P 2 o ASA & DEBORAH DAVIS b ?1,eC:owartCon aGroupandis e tobe rA. . � i�; .. Cowart y ty m reproduced or copied in whole or in part. Q' '1,7 qty. tCk'• I td pis not to be used on any other project 4 .�,� 4 ?. :� 1705 CHATHAM AVE upon Q Coleman r" and is to be returned u n re nest. , 0. .. TYBEE ISLAND, GA . 2.Scales as stated heron are valid on n T hi MIIMMIIMMI - d changed in proportion to the difference 'fit: •p .. . ?;� • - G.roup O >-+ � ind tween the print and the original .S 'd' F.--^-." (:::) �' 1"- ARCHITECTS LAND PLANNERS 9 INTERIORS N G7 Z 3. DO NOT SCALE dimensions from yn�, �a d Vr'c, ° F`O�:TNDATION� I'I., � prints.plans and details arc motaiways drawntosusan dsedtmensionsgivenor 107 East Gordon Street Savannah, Georgia 31401 Tel. (912) 236 - 1372 (:::) '?' N consult with the Architect for Further W w W.e a w a r t g r o u p.tom Fax: (912) 236 - 9 9 6 0 Vi n \D O clarificat1on. ..,.....� 11.11.... .. . . •` .. - 1111 i .. . N Q , I M •• . �C,_, c t 3 0 W)‘4) ' M M . t /..4 N i 44 N N i I-I •.,,.-K ` .- - I ON°1 3�1 .. .... X W Id I EN ("4 P4 1 • 1 C4 • I w . z M . t. 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A ' ' - ' 1 _ wl�wl�fM'w�•i�wM�wr��wl1�II.11�wi ,��w�www�w�w�w��w�� r 1 'd i; �1 +'•mss.-;�:A3f,, 44V.W.ii.ra;.. rlr�iisr.:+''' n Ys aig 1 "II� )rX18CI t :. �eS71SI0118: fl 11 4 I -'•" i2'_fo'r 3'-•$" ' 6'-fly" +‘..:. A ■ l�'�f� iXz"3 sa2�'�uisS'.u' bak�€S�•sici.'fxtt5.?"sw�! - i 1 • A• ,r NALL - 0- __ __ - - VAMXAISTICII WOOD - 6 Q ; ; 1 i_ _- __ __ __ _ _•- 1 1+ E P:i a/"tWOD tit i . ZNI it II = . f t I. / A -0 IF: 1.,..0.::::.a.vm fffr t=511M,f)aeur''.:1 1 ii; 4 i i P.T. C1-4AMPERED i f}Ii} 41.. �rw�rrrw� PANTRY ' iz� ^� b o y o..�9 6CO T .)i ,! ► 16X L UMN C YP i l H� I>`Mi t-W,Wkf .gii "vin•;;:SeY;tEfa',0•'"r e&MI2�,:afi YoS0;m:'7s Ilanum.E4°.n`n`r1;1�$e i&g I3 o> 1:111 at ID0Oh SCHEDULE r4 _ .� Q f-t i� s � ■ �� �� -� _J p H cl vt,�,2 p ;•°t�, • CI q Y syll. 5 I Z. IT TYPE R E / ■::ai►:.is.�u rr�e - - / r I -U '`g a coo°' 5.54"' a4 8 j �/ or 1-11x1 I 3,-0„ x VS" x 2-1/4" EXT. 6-PANEL FIE3ERG�LASS i — ,� WINDOItj PRELIM.DESIGN 2,Q}n x v'>a" INT- GLASS SHOWER DOOR , .� II 16' 21r 6+..0,r 1_10" 2 i(2)2'0" x Va." x 1-3/4" INT. SOLID CORE MASONlTE.s-PANEL �"AIM 3 s,t n n _ SOLID CORE MASONITE_6 PANEL I 4 2 x 6'S x 1 3/S INT. JJ ' 2W1 x6'6" x 1-3/S" INT. SOLID CORD MASONITE 6-PANEL �ji • 2�`-( 1R j SOLID CURT* MASONITE h-i"'ANL 1 II Al; I - II II 1 A-1 01 SCALE: NTS II 11 6►O" L Al A-302 A-301 ` 1.=------- wf r....�.r �4.%�..�...�rf.r�..w`.'....1,` �-....awn.......�m%;===.:^f�w-...n... .-, j ZJ t..."L________ -J i 26`-6" • W A w WINDOW SCHEDULE �� i�IL�� .lp ��1 S#��LiIT.8 Cl)o �_of a SYM, SIZE TYFDE REMARKS MO JAC 301.2.1.2 { b 6 W g „1J A 2,4".x 2,0" AWNING WOOD CLAD WIDOWS,GLASS DOORS AND SKYLIGHTS , ;, APPROVED COMPLY WITH ROTH r � 2'4" x 5 2 DI3L. HUNG WOOD CLAD W/ SHUTTERS. SEE ELEVATION. POSITIVE MAY'VE "�Iotin �a ! /Job N 0820 • C NOT USED L o . + . No. �-- -1 . . . Date: 4-22-09 NOTE: ALL WINDOWS TO MEET DP REQUIREMENTS • - I Drawn By: DBK 0 � 00 -' L i Checked By GDC • 02 � 0C �' A_"101 SCL_ 141`-1' CADFile: 0$24 MS { SHEET No. SCALE: HIS ' A-101 � � . i ttilfir`tirrlCc�i:t�if)r�:7r ci-w75 i . A WM 1 0 1 t OF _ - _ __ I ! M 0, • 0 ‘° ' j M M • C• W t ; ¢{g�gg ��jj�, €s Wig+ �{ `i'n`,}3� 1 I Z `./V i„(ai�a'+E.,D i *1 L1 t` a' PS:�rxFd?9,2!2 71{E 3'gayy ! ... ".. ?-•t .. .. tits ; � ' il i1i ?; i i1 d�a !(s to-<} ?3t# `4:; *" 'a*' i } s�di< ids i I 5� b a�'il asiis'3t , j ilriiil �• t EXISTING RESIDENCE '- � ,� r r / MA7GN EXISTING ; CON, METAL ,� - FALSE VENT i :< <L : ;: FLA51-IINCx �""'�� t2 L � `' t ;r ,� M,47C#-# Xi87i1�1G Z fz MIN �. " = �. ;;;;::r ! _I ►4 44 o 4111•11.11111.11K1111111111111P- 0,...,0 Ammilinioattinvinnimmia. , . 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Se;, ; £.z & • . _ /..4. .,;(7 -‘ ..-A NEW 5EDROOM ADL:71TION t i it• / / * GEC 1�^ i I 01-200 fD �.. VAT ON # .SSTV011179°0 IPTAI 5;L5 EriS°6 O0 2RA Si 610‘2NAD2,86 oTAI3L,1 Ga:g.so o 4 -:,•;,, I SCALE: 1/4"=1' ,;,:4 Revisions: APPROVED AND INSTALLED TO COMPLY WITH HOTH i , - - Y`A8Y'd&gR� i APa OBFI Ygg?�BII BI38 F1 O m N..N 6 1I1I o a : u NEi BEOOM AITION EXISTINREEENCE ! ii .0.42'13,r4-474 g 1.g:§ r< a O C2 qI1 !IflJiili a.5 $-,-> CALVALUM 5V .^.RIMP EXISTING 8001+ METAL. ROO>r MATCH ALL PRELIlvt.DESIGN EXISTING D ! 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Y•. y' �� ■...c >r,..... :„..,••S v? /• '/ _ trwr� nara�. a,+is.riy!'!,%ii: %;y:Iy� •'S'R�'�j::io�r.ir :i �? ;/ . >�i! v r ( '' i•ji i ;y :�4 > •v<<4;-,,' ,' ,', r::;<rw"r ' i<%2 i<': ->, .' -.)- ,.. _ _t , r; f^ IrCl�il A 1 a ( . ,TI ws o1Y •o�5ri� '► s_f1 laar , ,Yl y✓.v''�v'. y. �;: . v y,f.: y r'/y<. f i 1 au t. �d , s�,l . ,, f 's,...� y,,v,,�' y.<< ,� o ', 4 wl, }rirrro.t rsA.i ,. o.. 3X3 WIRE CLOTH.w{s .yy j'c:�;l r;'•:.y, >l>`-1i. -�.:r �:l,,l C'�y .C!° y<:��< '.:�i<.. < �a+r��.r is,w !! rakimum M arr.:.IW tt� ^'twat 1 I� wr f" ,�f� i rri a+r �1 'tra- w'^>.r,�! �<.�<.6' r of `.r .�/ 7r r. :.t., / +J?"; ; f ::11112 r:,a frrwcit iw w":c IILM�I�►. r="11 it t : U 1. Y .y J.. sJwc r►'r I_trs 1 Y. ;r `y-'S.;•%-Yr-�.< < �.,ra;°t: .<Y �. c: .. c7J�J:rY.r9' � F.T. GHAM1rEREI� Q P:t. 1X4 Y O.C. l7YP 0 UW o $ E-4 . � , . � �� (—)-ii FRONT ELEVATION t �+ „o t, I a n ## . 2�0 ! SCALE: 1/4"=1' i Job No. 08201 #€ t € a # �� Date: 4-22-08 E i# a{ If # # � u r m1! . Drawn By: DBK Checked By: GDC CAD File: 0820 M5 • SHEET No • i j.. _ , A-200 i • I OF 1 • I i , • i N o f vp M. I M o� •.... - 1st t t f•-•1 �V° M M . I N N ; ' W t'VN "".t NEW i3EDROOM ADDITION EXISTING RESIDENCE Z �'" - / f 1—t / • 1-4 P`t 1. ' I £ .•. . Ix Q . th W ..•t z `,! . _ [--- j .<4 00 ,. t� O EXISTING ROOD a • MATGN ALL • Mi~tAli<'OOi" Z • EXISTING DETAILS AND.COLORS al £�.x an / <u m 1 1 Inaamttlrttiwtttlarainglomma trwarlaoail""'t.1 - _ =_- \ ! ^ w I I I I lIIINNIl l I l�I i_: I_I_I I _, I_\ t_j_I ��t_II E-t N II ..-_.:_..___ I U Ili _ aim o ■�■ x zx� _ _ % / ;_ v•1114 C) U CoRNERi3OARDS - :(T 'P) : 0 0 ;1,-4 0 I `1— ■ e' — d i e O S ICK PIERS ITYP.) ..__ -- - ' 1 . I R L U hl lili �L b . . 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X:Z r ,to.was-t 7:,/,p;3J ;;; ..`c:: :%i ., , i_.icil.tol s �.7 YY t� laps mamma, _ o�ciw i i._.:.I__ _ '•.ti.. :. +4 •\'>... •r: . i.,.♦ r ._.. y r ` , ♦ � �_ 4 i/�` P.T. 1X11 Y" O.C: t TYP.) / ACCESS fi ANEL • J Tr y' S . ' �� GERALD �:;cg �Q? � . 's, 6 6,,, 'Pic E © ems` 'ICT �� p‘st‘‘ .. • A-201 SCALE: 1/4"-1' j Revisions: i • _, Y AM t34 10...2 "` .-„ QOoziuu 443w I ([ SECT g;,{.y,:: L E EJ > E �1. 102 A aid �v SAM' a n LLL111syyy666���t u � • Y}fi F 6s CITED ROOF F tYT v .:}_LIE? a Fii"� I FOR WOOD . a...b 0 a _ — V w 1 if.vi° :a Siu• f S• a..• ~ u V o J 3 fl. o >•0 O ,- :�a .: g 44 :11 I a QNEW iEROOM AP.> ITION ¢ b ;l , I, Eig , gre,;#:,,�it$, ,F,6 1 d.3 1 Fiti,V. ht.-A, I a-.- “11"∎iz is ze }�= M>Y a1 r>. 3 0. vo C CON. METAL M. • • • FLASHING _ �� t `� S2 = PRELIM.DESIGN 41E. r. 'it A r• - j i- I EXTERIOR INN I -- SHEAR WALLS - ---�--�1- I T r • .• I Ili ■ IlltmilmiH�1n o � and doors 11 n ¢: mil NU€ installed € r corners 1 ® �� % 1 27 1 h fog feet �a11 Io t MI and 34 inches Effi — a:1:4 for 1€ f ! I'1 MIMI oL b S I f stall zinc;. } • MIIII i Mil t >'--t III loeaaa Y�f<7! .\:Y° o.., Ilir.On. ::,., !iR.11C?al, ; , \.'.L J. .at of >:y}',>:, •!titidi - .. aL77 aCa11 7tal aCit. !. •J'. ,\ V. '• �t' 'v •^ '>'), .Y... 4 ::\\ • •. ' :\` is `r•s•<*.. '.. aaao7w vpamr t,:. .•\> rtea'r> �.•,.,�? 1.:`r tali Stoll • rimig-go - J✓': ti.7 Y.n:./.. .t'<`.t'X`>.''. �tlL ltO y, `Y`e G:#i INC .,` {:C:: '!' ', ' Y •` 'v' i•%<...L�..�t,. `{: � !\` ...,• : > ji vim /•• '•/4• \v r nisi \. Gsamd t talk.••* ',...\44/,;•,'"0:•[k �riggigR J J wa�:Q. ;. ?...•.„,..„>.;” �.aict .<?X,+i?s;s i �. ,\. 't• :. 'fix x, :v', .'�... w., . .� : .,-::a.. ., ..lea earn. • :`• ;t^::..,,,., of�•f'.4.:.•••:,. J �,: J::r lCl 'C'``r'r7ir v.',: w'r{`I .\ !tr! afll♦� .!.\,: .i! /,, ',>♦ ,r r. \ b,,r :!: '•.•<'!,`'; ,,'R 1i11t11 r `::t' )r' 1�1,+�i,r, ♦. .4r'J. ,,♦ ,>, /;. ;.,..• t{. ,;' y ir•'1 i' .- x , ,r. .h\ a J eea 7os;'�'•'�'\i`:+•;\v;4.'•c., •� ,,Ira:aw±' :th:,: :..: < .ete :��/' ., ,.x. . :\> _+ra.ot c �J;/,\•i.. •.•, \,.,:..: zsr.o+ tolra't wadrt t =r•'• • CC;r !taisai,;> t : •,. :- —_ ., J v. ., .♦•`: . . . r. . . . . :•. v . i•/ f•.•: , . r , 0-1 J j z EXISTING R=SID=NCE o 04 WINDOWS, DOORS AND SKYLIGHTS 1 474 •.' j � n I 1 1,2.1.2. i !-t H t : PP O E i L L TO COMPLY 1 c BOTH a 1 REAR EL E VAT I C)N Jo o. 0820 p cIi€ r,A N rAT VR Ain i i Date: 10-10-09. 0-10-09 A- 201 1 •Drawn By: DBK ! Checked By: GDC ; I CAD File: 0820 M5 SHEET No. • 1 { A-201 f OF • i . l - • : • N 4 n M CO ,4 � • P/ ' I O '°`° • M M • >"' N N • . AN W N N C i. t II . o � f' , �b it -- K. (-` 4` err► .�� 4gf%%rt� 12 W IS iC } 1 °�1�.� 2x6 COLLAR TIES � i� '= F • € � l '.- . 2 ( �,• a 32" O.C. (TYP.) CA Ims,.;..... ,-:,-- stow} -� , W war94,,„ 1 ,4, I• GALVALUM 5V CRiMP OVER. z sz "Ala i� ��\ '..� 30+�(I=EL1.PAPER OVER %" d d I , OOE SWEATWINCz > /a" PLYWOO A5 DED FOR 13t4 \: .•w 1$4j SIMPSON MTS 18- � i CHANCAL EACH RAFTER;. l` EQt)IPMEN�' 2XSLO CKiNC� (TYP.) $IMPSON MTS IS a ,:.,....; - �� 1� ,f111171111 .,"ww,.,w.w,�,`.ww_..,_,, wrrwrnrw.wa�waww�,wwrra,��awn„•wawaw,awwwwa,awawaaaw>•�arwawawr.rr�r,r�riwriw.iti�,wi��riru, rrrrrrasru�riwnrrwiritwurrrrwruii�,iirrriauir, -...r,..,,� Is� ��� �€'-tll SWEA�'#�1€NCx -;*AGE U I EACH RAFTER _,.w.- i � OW— �i� -�» f tt \` DO* - BOTTOM RUN.AND w v'•-:rte' t � 167 2>CS C « i i�IC JOIE 1 �J '� O.C. ��e kl EAVES ONLY Mt o• 2X8 !BLOCKING (TYP,) ��,.� ar r► Nkt j> 't3 - E •/f7 0 ., _,,. ����� : 4 0 . FINISHED D ,� O x� ,,, �:,,,;�, U �'� CEILING � 0 ! r' �!,�' >♦ ¢ I CONT. METAL P.T. 1x4 --Yom•° 0 ,� 10 1 (TYR) ��! f` DRIP o �� rip 1�! ` w ''.�. �a X a ; .∎ { I CONT. METAL l�� ,� i P.T. lx4 FASCIA IS:',.. lII �.[I:Il1s(.DRIP (�� �.t 3 'T. IX4 V-GROOVE - i`._ P.T. IX4 FASCIA.. I � �� ! OPEN RAFTER TAILS PORCH CEILINGS • . 1't t! Seal:-441 WALT-L;4 ' AND �.('1 �: A7'CW EXISTING DETAILS Q TROUGH SOLT }f f]S, .. .._ Q , OPEN RAFTER TAILS 1 �`, BLOCi INCs AT TWlRD POINTS ey�. !y.• ;-'1- --- ` • HOLLOW 6x6 CHAMFERED COL. '' L. �4 : j „ w/ /s" Sll'iP".�ON 'TWR AL?Elj ROD �j 1\4 :=-7- W a ?� 5/S" SIM1,SON THREADED ROD — ; 1, : `r�s" I. tvttWA.t�T FROM AT! PLATE TO 1 �� = c �' FROM FIN.TO TOP OF PLATE- . �, FOUNDATION WALL'a•EACH COLUMN (]:ii SEE cv 'tC�E,iRAL FOR DE�'AtLS ,} fir,`���' to`�' r� • I O i} i 11 �u, `i9ED Ala 0 �� _.- i�►4 _ 611 { '��`" NOTE: SEE STI4UCTURAL FOR Revilsions:t 1 € : SWEARWALL Alp TtEDOWN DETAILS �� y ! i II�r ; hf :z:re,' �0 ii A►�� GNW COUPLER I`� rr ICYNENE TWERMAL '�l . 1 � 01 ENVELOPE I i fa■ ��1 IMfSOW HDSA 3/4" T4 PLY o a a o Al INTERIOR SUBFLR f?.�i, s E s t v i ro § P.T. /¢" WOOD DECKING I l ,�'f► PIERS SORE r . 4" STEP ! SCREWED E. : 1-> t)1 §:11.11 s a w 1 TO BEDROOM ; 1 L 15T 1M,4`i•C#•-� EXISTING o o s,c . - .. ifwaa n aww aw _ t .�� �r .. i, . -r� ri.a rwirii. d O q.- - ... T T T T 'I T T T T �' T♦T�T�TeT�T�T♦T♦T�T�T♦♦T�T�T�T�T♦T�T�T�T�'�_T�T♦�T�T���T��T�T�T�T�T T�T�T�T T T�T�T♦T�T�T T�T�T'r�`!'�T♦Y� 1�� ' 8 'O O 8"" 0op : '7 s.< lAf�������' ♦ ♦ i I► �* ,1� !� �, WARDfPL;4NK . -0,ro �z 4 ti t ~e i444��♦�� ♦�������♦♦♦��� ♦�♦�♦�giiiiiiiiiiiiiiiiiiiibit��� �� �'�1��.f �A {��' ►���'�t�� ►��J���' �(�%� ':��♦����� }} ( SIDING- OVER 30* x $ N:.� z s 1 1 A q u °ova O wd o is I F L'T-OVE OSB o _ y P T. 1X2 TRIM '' �� ':`i�. 2X8 �O I S 'S 1 " O.C. _ , E R•Y x�, s • t , ; E3ru�:;.K^; e11��..'�-�![ ►'1 -..1. o v���, u'°S°o �' ao P.T. 1X2 FURINC STRIPS • ( ..__ � 12"• 171, ...-.e:- ` % PT. 1X4 LEDCnER AT �° a N M a \� :• % 12 CMU PIER w/ (2) *3 TERMITE SHIELD . \ •: %%/ . k;~ '° b a� I-IARDI-PLANK 1Xitd �\�` . A TERMITE SHIELD . \\\�= O% PERT€CAL-GROUT SOLID- ! \ (TYP,) \� % OTTOM OF SHEATHING ON 24"X12" CON.FOOTING � / %//// !P T..2 x 10 'ILL PLATE PRELIM.DESIGN•SKIRT BOARD b--'. (TYP.) ///� ° (2) *5'S CON. (INTERIOR it' %" GAL. ANCHOR %, •0 J • I\\� i. .. . ' PIERS ONLY) BOLTS AT EACH / " " P.T. 2 x 10_SiLL PLATE L • . , N %" GAL, ANCNZOR '!%/% . •a,\s ', •• '- \� BRICK PIER it X16 �\\ / PIER %% • 4 \ POURED SOLID w/ (2)*5'S !BRICK PIER 16''X16 '� ^ ' - BOLA'S Al EACH 'A r •, 1 VE T. (PERIMETER ONLY) POURED SOLID WI (2) *5'S PIER %% \\ VERT. (PERIMETER ONLY) qi6iN' 1611161 I . p., gieldir' ; Nor , 12 II 1„ilN. COIL : \\' , maws MIN % \ .''''' G% 12" 1"1(t�t. COVER . .• '' \\� D p % a • \ nss.--'''"� I 24"X12" CON.• •24"XI2" CON. ---� ,' ° ; . _ o >• Q a . . i CONCRETE €--� —CONCRETE - A• "_ i i � � ° •. _ • FOOTING tU/C2) *5'g. - ; • . ... ' ‘'••'1 t .rr•wwi.. MOM .r I"OO�TING4 LI!/(2) J' '3 �• [,.f. fry .•, • '4 .� CON. �! CON, e •n. " _ �#�1�tI F �'#3� �� Pr� t� �.i� �� 1�s ,�1 � • e P• $ �' _.__ _ 1 # Y 2 115 Ti°i?C . j l t r C4 2 t ... #I #3 > is 3 INCHES BELL / } F fi 1 t f1� € 1 ' . . .. GRADE. i111ittsr t I�� 1Lt1 s,3, ::14C,,'tng 11 � i� I(5�st t I €�rl�. F? t:•r ,'i i ataS ��- g# 1 t it 11T � 1 • 1I 1MUft 3 1N 1 t L (f11 : v • ... .... .. ..: . ... .. . . „ .. ... .....- , , :- .:-._ .. .. . . . . . . . • • . • . .,. . ..... . .. . • .........• . • •. . . .. i. 01 \ - sEcTioi.\t ..e -PC7.1R24. -.. ... . -. .. ..... . . : . • . . . . . . . . . . . 02 SECTION . OOH,, . - . . C:::) 2- .4 A-341 SCALE:- /� l o A .301 SCALE: 3/4"-1' w ,.� �+ a UW � a , . Job No. 0820 Date: 10-10-09 Drawn By: DBK . i Checked By: GDC I CAD File: 0820 M5 • SHEET No. i • . . . . ... . } t1110• _ • • • . . ......... L . . I OF _ . _I - . i • ' i I N d M Q, ON . : P4 ; O tO M ■" fit M N g N N W N N H — ~ y cd PI H ix+ c/3 ,-+ C4 ° w -, Z M Z •s• 2 I a o"bo 0 0 A .. Z CI d a co ' ; GALVALUM 5V CRIMP OVER 30$ELT PAPER OVER %" . °) ROOF SHEATHING .....111 EACH RAFTER .. .•-°"°"r �; F E1MP50N MTS .�►'� �� i ta 2X8 BLOCKING (TYP.) .�,..-" - ri y.•�� C� T-111 SHEATHING -FACE , ;r- j��lei .4/ tU *� '`s p O ONLY _ w2 DOUIN BOTTOM RUN '- ' iiJ U P.T. iX4 - 3' ' ,�� Q a, il_-_ - iiiiiiibl". X 3 CEILING L I NG J o i s"s 1& I I O.C. O(3L 5 , \ FINISHED t,.;--- fFs�< i CEILING HALL cow. METAL III) II !I _ .L' .DRIP 3 RT. 1X4 FASCIA GDW INTERIOR WALLS i a♦1 (TYP.) ' OPEN RAFTER TAILS i�M € Seal :I CAF , P.T. 2x6 FREEZE BOARD — ,fit -*. ' ..6 I'' T T ,t) /'' r:Ili lour ;;;z;;i;;INTS-- ROD �� y ��I/2" ATE- , �� ;, kft :'' IXTi�'11''ri -C' #(' S`�- SEE STUCTURAL FOR DETAILS , OVERHANG '11 1J� � 0 Revisions: / X TRIM ,`lk NOTE: SEE STRUCTURAL FOR =! SHEARWALL AND TIEDOU N DETAILS I■ ) 0 1" OVERHANG 3X4 SILL e 15° 1 ...-� 1 •/) CNW COUPLER -06 �_� f "�P O ICYNENE THERMAL ,I ENVELOPE {�, 314" tdG PLY awl r t ♦ o o W W 8 1 �E L E VAT ION SECTION GLUED 4 o 4 Q .w 1 §1 : h 11*ALL TRIM TO SCRE�E +FE 1St /MATCH EXISTING I a� ! "mo w. MN .a/•NMM`Y,r11•,1 r ��M,M1\�V.Ill“a�v.�.��w.\INaII,VA,w. wn.A�SaIM�a��a w�.��r r o 91a 19 r i• 15E 1-1AR1-.)I-TRIM \ I T T T T T 7 T 7 T Y T T T T T T T 7 T T T T T T Y T a Y T T T Y T T IJI!11IIt TED 10 4�i ��Ia r � .♦1 ` Ar �7 re�i��41��4 �� . 4 ELT-OVER) " OSB A! 1 i y o 1 2 tbo P.T. 1X4 LEDGER AT. 's i / TERMITE SHIELD 80TT4t`1 OF SHEATHING �\ %/, (TYP.) PRELIM.DESIGN . . 'Ali P.T. 2 x 10 SILL PLATE i L \\ s" GAL. ANCHOR . . BRICK PIE R 16"X16" y/ ^ • BOLTS AT EACH POURED SOLID wt (2) *5'S PIER . • VERT. (PERIMETER ONLY) 01 WINDOW TRIM A 30 SCALE: 1„M1' FINISH GRADE % R 12” 1~11N. COVER' ' iR ° 24"X12" CON. fl • o f CONCRETE • A. ' • •• MINIMUM F �I� Vr I; t ` ta ; , FOOTING w/(2) +'518 - -. f �s I ° - CON. A • •a.D I BOTTOM FOOTING .... N '.n S L,F 1 k1 U Mdi 36 INCHES ', ?..:.c:'t` k;-,-..-,..,:.k-,1, cm) 2- 0-11 r4 / g 0 Q o1 WALL, SECTION 6 ,4LL/E a 1b . W r A—30 SCALE: 3/4"=1' Z 1.4 H � H H 1 I Job No. 08201 I Date: 10-10-09 Drawn By: DBK Checked By: GDC i CAD File: 0820 M5 1 SHEET No. A- 302 r i 1 r OF• 0-. • I : '-': ■ N 0 ■ . t--•0 r th ON • i . . .. i . .. : *, :: Pk 'n ! . 4 ON 0‘ : Z `"' . 44 N I • i•■,4 .. .• -(7.', ,43, , i Z Cfl • Z .d : ' .44 (.,,.. A '44 g 1 ,....1 'd 4.3 - FA rn NEW ELEC.METER +4-4 at Ps4 c/1 ° I --% All Electrical iristallations niii0crs.. ;•••4 $:14 E-I 0 sa■ 1-4 o Z (..!■)(.41)) () : 14Cti tt 41Ire 144.fiN comply with The National Electric "--\\)...._ 04.00 04.0 Code_1015 E*Ition and -State ID Aim, 4kho 00 of Georgia PAIWISCIFilEiiltS L I I I -„ 7 tZ:1 .-' t* i 1.1 _)/11. / ..., v p e i. 1 ,•------------------::.-.7.7e. .., i 1 \ .-- es 0 43 . II. I 1 ‘t \ / . v Illitildillill: ‘; ... . \ i \-7... •■• I 1 1 I -r-• 1....--.-'----------- ' : & ,...., NOTE: l;01: it 1 I I ' AK-- i rs:.ill sok: ' 40 i 1 i , 1. ELECTRICIAN TO 1%,....: i l 1 ■ ! \ — i . 1 / / 1 x ! I / / i --k - - N. Seal : t / I :4 shall b e accessible by pun.doviri stairs 0, , F CAC)I30Q1ri EINXAISTETINWGI T HE LOEI.IgTERITC A L WITH WALK THROLIGH If, r) i 1.(2:-.At_NEC 210.12 DWELLING UNIT DEBARS, 4'# 76-i"... .0: 1 / i SINGLE scitc . 04, 2.NEW MECHANICAL EQUIPMENT ..: iii,, ,., \ I .../ 1 I •AY' ' PSECHANICAL EQUIPMENT IN ATTIC TO IBE INSTALLED 114 ATTIC - , , 8°P:Pe'Cer03:int ihilde:;radYnVn:rdeo°0ar°:1:fdi ir°08.°PtirASt°1haadrtSt°20iY2:1:1'rat Phemna I l ve alaadt ghel neleivnig3a1:1;641 nit:il I:1 Irfil ina:211 r ill 1:enli'til ItnY:aae3inifidd etF1 illf , OPC INSTALLED IN DWELLING UNIT BEDD000 SHALL BE ' * ' • •I.6 ,VP... •,/iART, * R A AAki,--- '04 I t ,--d- - a u t d a a r s, arid along Nitchen REFRIG. I X " r--c-\-1 / \ , 'll ' 1 \;:---.----ili------—i \sie . A:LvicLA'116FAI;A:iiicticii;cnucitiii,ilisoNTTE:A2:01:3;R:1;prillv,Ea-L'Ii°01::Tius /1 ' i 1 , ‘ 0 Ci Protection required fin' i 1 i I 1 1 PH I / 0‘ LI_ fli.‘..1 \ 1 0 ''.tcAitta.3- 14' 5/,ti — PLE nti IsiOlipiEEEDC oi RE DAT IcYll Acpiltrit floAcnvti CI,Til.E'EA LI 1 Tp 19i(11744 1 t:IN 114,1 fl Ratic;T F.Tri 1 roi), receptacles in bathrooms, garagcs, cuiside are also requireth ° — criED Mk- i•• 1// MCA - : counter-tops. I3. 1 1 rt.---1 NEW ELEC11,11C ('----- I i ipki 1142" A L \ t . Revisions: , !I ,-..-W-, z, --- i , ..., , e' I I I .• I 1 i' I ','. .0 . ''.LI li • i , All Electrical installations Must ' ' .... .- a ak ilip 1 oak ,. / ch 1 4 ---- / / ■11" ■ ./ 1 % comply with The National Elect& - , ./ ..- , 1 00 . . . . ■ ---......._„, / 1 : , , i „ a°,,. . / I Code Zez6 Edition and State __7;17, i NM \‘%\■ 1 it 1 .,,..,...----. .E11./P \\mi. 'li i IF 4s 1,--av, / / I ■ N. ■ :CZ „.., Me ,................„, 1 of Georgia Amendments . . , , , , I 0 ® . \ I / ''''-'-' 1 ..jj i I //,/ I s. N. r 'i•AKI7 JP / „ t i `,.`. ---r-1 / ,„...--* , • ' 1 1/ • / / I I ... 13 t . / ..., ■ / ../ I 1 \ t■ I I ---..e • '. I e -,I 1 1 -,m, 1 i4------® / 2 , , , i 1 --t--; = 1 1 ----- / iftw,4 _.....--, ELECTRICAL ..... 5C1-4r)LIL= i . II _ -. .ar VP!1 :lin ... / ■ NW m i_c.a.,iii_.....„,„ 1 1 'i:1;(11014iLlicet,r:i"i:r..13ii e''''il din d.12:i I.11::/.1 CiliF'°<i•gi:et>::111:,,,10 :t1 '.:':;1*':a-,fi;.;C11 ii(1.1•1Lf i .14 . / -- ...... to 'o'.8 •-•414.ra'Ii-g 0 At: t I I / = om8tc' eal, ° ,41:1 • I 1 3t==ca 1. B.11.1.! !z.P.:1 8..:1 u rl.z `.5.42 .> , . ..4 - 0 g_II,..., SYMBOL DESCRIPTION MOLII\MNG NOTES , 1 t t . . t - --1 / r \ , e: § ej 2,k' ., kl)• SURFACE MOUNTED INCAND. CEILING . . . . . . . . t 1 i I .1: ifi t' l /17-:—.44fr-----‘ \ \ . i ; 41.11 §4:1:41 _at ‘ p 2 ,, ,og,.g5:1- ;a415 I . wit .,..,....., t . Ns; .1 Sf, 2§1, 11,1:,zg i mg 1 , am RECESSED INCANDESCENT CE I ING ...\\.■ I / / , .,. i I / / > UP u . .. .... N. I ///.■ ! .. ....,,..„... i R . 0 . 8ge- 0 . . g ,i e MI RECESSED WALLWASH INCAND. CEILING . . I ! /..„.... 4 . ; a '5 g A 4 t'z' f::! 2 5 t z x.. 5 . .r., cls- o - a. x . a o v.. \ ... ....A = ao .g o tr,:', : I', boo ,.-•5. g 1=1111 WALL SCONCE 66 APP. .... N., s.,,,,....., I i I / / 1 / / /II/ — - RA , H. EXTERIOR WALL MOUNTED 64" APP. . . . . ......,.. 1 t . I I .'.' , *E: Pa.g .4' 511141.11, 4 . . t i . . a -'4frg.-,i640.g.1 ...,sgt). • . ..... . ell t...., , An HVAAHCPlinuerntabilinatg iionnsts md ufatisotncripci, IllvP RECESSED VAPOR TIGHT FIXT. CEILING ' , e Et 'e r._.1 1.......................... — . AD m CHANDELIER . OWNER VERIFY • : * TELEPHONE JACK , FLOOR OX PRELIM.DESIGN Fl DUPLEX 'RECEPTACLE FLOOR 150X . i A TELEPHONE JACK - 15" AP.F. comply with The internaticrial-Plumbinv I with The international Mechanical 1 i P4 e DUPLEX RECEPTACLE 15" APP. i International Fuel Gas 1 0 i 0 42 Code 1a4Edilions arid State 1E442 COUN. HGT. DUPLEX RECEF'T. 42" APP. - . - - . '.4 of Georgia Amendrrients CPth-7--el --......Edition arid Stote - 1 0...1 ltP SWITCHED DUPLEX:RECEPT. • 15" AP.F; , , • 1 1,4 aup WATERPROOF DUPLEX RECEPT. • e6Fl ciFt DUPLEX RECEF'T. 48" APP. C4 - a •=. 4 220v. APPLIANCE RECEPT. PER MFG. INSTR. tz, i 0 SMOKE DETECTOR PER PLANS "46c 1 0 HEAT LAMP CEILING a, z • of Georgia Ameridments 0 JUNCTION E3OX PER PLANS *< . .4., EXHAUST FAN :CEILING - i - Li mommoommili,minommommins a , - smormilmaimmummmpli . _... 0-4 -C--- - DOOR CHIME PER PLANS 1 )■•4 : C2r'' DOORBELL PER PLANS- - . I Cw.)' •'; ' Er CABLE TV RECEPT: 15" A.F.P. ..;--,:5 -t4 , • . 0 THERMOSTAT : 66" AP.F. , %) GAR DOOR OPENER RECEPT. CEILING - • a) : A -'''''% _,. Q ..., •., . oi . ELECTRICAL FLAN C PULL CHAIN 1NCAND. CEILING 111 ELECTRICAL PANEL • PER CODE —100 SCALE I/4" = 1' $ SINGLE POLE SWITCH 48" APP. . $3 THREE WAY SWITCH ' 4e," APP. ....;$8 $4 FOUR WAY 6WITC1-1 48" A.P.F. SD DIMMER SWITCH 48" AP.F. Job No -..'*: 08201 , i t At* Date °.t... , - 7,..10-10-09 Vilr CEILING FAN CEILING * DBK , Drawh:'iiy: ''.;--,, ' ° ' • EXT;FLOOD LIGHT ,,,,, Checked By: GDC , 1--:------- FLUORESCENT FIXTURE CEILING CAD P11'6:- ''',-_0820 M5 . . . . . 1> , DATA RECEPTACLE : t5" APP. -:PER OWNER SHEET No. QUAD. RECEPTICLE 15" APP. PROVIDE DEDICATED CIRCUIT - TYR 's, r1 ELECTRIC METER PER CODE :. , . ' 4 ... >I TV' SATELLITE.TV 15" APP. ,r- /-.. ..,. , raliMill LOW-WATTAGE PANEL PER CODE ' : ,...,- . ... it 0 ® SPEAKERS PER OWNER , .... 4„ ,,, , A . ; -- i OF . I I _.