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07-0497 Ryan Builders of Savannah
V / f i CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 11-30-2007 PERMIT#: 07049'7 WORK DESCRIPTION: NEW RESIDENTIAL BLDG-SF WORK LOCATION: 10 EIGHTH ST OWNER NAME RYAN BUILDERS OF SAVANAH INC ADDRESS 6605 ABERCORN ST#214 CITY,ST,ZIP SAVANNAH GA 31405 PHONE NUMBER 352-8035 CONTRACTOR NAME RYAN BUILDERS OF SAVANAH INC ADDRESS 6605 ABERCORN ST#214 CITY STATE ZIP SAVANNAH GA 31405 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3186 OCCUPANCY TYPE P TOTAL FEE'S CHARGED $8,213.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $500,000.00 TOTAL BALANCE DUE: $8,213.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: Ct4111(v")C P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org 6i CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 01/13/09 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT#: 070497 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME RYAN BUILDERS OF SAVANNAH INC CONTACT ADDRESS PO BOX 13126 CONTACT CITY STATE ZIP SAVANNAH GA 31416-0126 PROPERTY ADDRESS 10 EIGHTH ST APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org a r CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW FEES DATE ISSUED: 01/13/09 PERMIT#: 070497 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 10 EIGHTH ST OWNER NAME RYAN BUILDERS OF SAVANNAH INC ADDRESS PO BOX 13126 CITY,ST,ZIP SAVANNAH GA 31416-0126 PHONE NUMBER 912-352-8035 CONTRACTOR NAME RYAN BUILDERS OF SAVANNAH INC ADDRESS PO BOX 13126 CITY STATE ZIP SAVANNAH GA 31416-0126 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3186 OCCUPANCY TYPE TOTAL FEES CHARGED $8,505.50 1 �i® PROPERTY IDENTIFICATION# '( \s\ PROJECT VALUATION $500,000.00 ENGINEERING REVIEW FEES TOTAL BALANCE DUE: p.4-2-.573 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. )C.A. rzt:iktini 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 wNw.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax(912) 352-7787 davisenqinc@bellsouth.net INVOICE January 9, 2009 Invoice#20709102 Diane Otto o7-0'9 7 City of Tybee Island �l P.O. Box2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 5 8th Street for Tom Waters LT 5 BEACH LT 48 WD 2 SAV BEACH 4-0005-20-002 12-18-08 0.5 hours Site observations of completed site 0.5 hours Coordination w/Engineer&City 01-06-09 0.5 hours Site observations and concurrence 1.50 hours @$175/hour= $262.50 Total Due This Invoice Based on my observations of the completed site and the Engineer's letter of certification,this project has been graded in substantial compliance with the approved plans. 'l22 o. $Z-- 120z ad. 01-oLl4`�� -1-0 1 A. 4-0 approve ,pv° , •U 1 - •,......1, t . - ) / r . 1... c.,‘„p(-- , .- , , 1 t4 ' .•, ' i 1 \ . , . 'A • * i• 1 . 4, -- , . n. . . .4 • .4. • ,i-ri,;-...:= 1... • .* ' '' - . 's 4. J 14 • , . , , . .. -.-. , , ■ -,:. ,- . 1 " ‘ ' i' ,, . .i ,' ,.., , „.,-: } 1 %*-1,,, P •----:.-- ;-- _., / n-,* •, •,'I' tin. - '-, ' ;." . 1 . I L.-A: • A ■ g i 0 - . ' . -'i : / • - • # 1 " — ,----- I ' 4,-4 .04. n, • ..• = ' . inn.1.11'...•46, , , , . • ' 1". ., -\ n r,-,• '..'•,- - =•••••• ...-....• 1 , I t..---;•“. -i. ••'''"."--- ' . . • 4 - , r - , ,•---- . .......—• , . , 1='- t.,..z:•..p.,.;m t.?. • . 1 ', ',. .,' ' - a,rtt n1•2- . • . a>,....t....Z •,,,, . iff 'n4-cc•-",,,''''' .,.. ,.. .. ..., ,........• II 1 —....... , • ek,,,_ •,': -, •,,,e1.=•• ••■••••••••• 1.0100,110 • a..":. A ALM ■ i, ------- . ' -41 ,.. ,, • . ,. !I if . , -f 1 ,, t. s ' • 1 A.. II 41./Aligir. - i iiii.1111 I MIN : -.2' ' . . . ir k to; ,, , - "-"'" .......— ....... --- ,........., .....-- ...--. ,...—. .—....... 1011.....• .........11 1100■11•11=11 1■••■•■•••■ ' 1 11 ■ .^s?. 4 , , . - .s. ••%.„,,I..".4,-• - •- ,,s, • •: i ■ . , . \•t, ' ' '4' . , -. •- , • 4.". • . ' ., • _ t , • , ... • . ,.,.., .t,, •‘,. , , 4 ,;,_1,- ,',,', '.4 • .' `•`'', ,'1, . • 4• , . .. 1 • . , 411041 . . BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - B97 - 6932 LAHBOS�BELLSOUTH.NET December 18, 2008 RECEIVED Brannyn Allen 2' Planning and Zoning Tybee Island, Georgia Re: Mike Deal Project Lot Number 5 ( 10 8th Street) 8 th Street Tybee Island, Georgia Brannyn, At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project and review of the as-built survey, it is our opinion that the project is in substantial compliance with the approved drainage plan including final stabilization. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932, fax to 897-2287 or e-mail to lahbos @bellsouth.net. Sincerely, Mark Boswell NOTE: ELEVATIONS ARE BASE ON I ) 88 DATUM, R.B.F. = 1/2" REBAR FOUND B E A C H ,1 L 0 T 47 x -.Q3. R.B.F. ,\h� S 70°35_35" E ---_ _ 60.00' x R.B.F. ��� ��'... 7., RECEIVED A� A.C.A.c. x b x r ',, ,,. Q 10.0' 2.0g' as �I 10.1' ICO oI • LOT 5 1 �� \ N w 41)w NEW THREE STORY Q STUCCO & FRAME 00 LOT 6 RESIDENCE p- I I . ?S , LOT 4 II : ZJ�' \� il00 1 illir Q ��o, PORCHES I d Ct \�i..■:-� -�L--Y--- A o� Lii rn rum.............r. 'III o - BRICK DRIVEWAY ml. cu. 3. , -1- 7 ' Li��� -.-lMI- 1 2 3 ■ ��� 'S Ar r�rir 0 ■ 8 z 1 240.03' 73 �CZ�� ��� � ` S x �L m 0 4 . `L•J i _ r .. ,x R.B.F. 60.00' l'_� S'30'16" W R.B.F. N. x 72 == ��� �� x i�. �� CURB & GUTTER iq <5 00 L mt __ fir, ,\'`. NN_ A An, /j 8th STREET 60' R/W STATE OF GEORGIA REFERENCE: PLAT OF TYBEE ISLAND BY CHATHAM COUNTY PERCY SUGDEN DATED JULY 20, 1928. PLAT OF LOT 5 OF A SUBDIVISION OF BEACH LOT 48, WARD 2, TYBEE ISLAND, KNOWN AS No. 10 8th STREET, TYBEE ISLAND, GEORGIA. FOR: RYAN BUILDERS OF SAVANNAH DATE OF SURVEY: NOVEMBER 24, 2008 1 c 0 RG1, DATE OF PLAT: NOVEMBER 26, 2008 , SCALE: 1"= 20' .-G�sTe IN MY OPINION THIS PLAT IS A CORRECT 0' 20' 40' A No. ..5 REPRESENTATION OF THE LAND PLATTED ,. E.O.C. FIELD 1/ 30,159 0 '' m� c < ERROR/POINT 2.6" BERT BARRETT, JR. �-p �QSURV�- ADJ. METHOD CRANDALL LAND SURVEYING, P.C. E.Q.C. PLAT 1/ 100,522 145 RUNNER ROAD '6?- BARRY TOTAL STATION GEODIMETER 610 SAVANNAH, GA. 31410 (912) 897-0661 (F.B. 011-70-B-D-3) Dianne Otto From: davisenginc @bellsouth.net Sent: Thursday, December 18, 2008 1:57 PM To: Dianne Otto Cc: Brannyn G.Allen; lahbos Subject: FW: 10 Eighth St. Mark called me and requested a preliminary inspection of the completed drainage improvements prior to his preparing his letter regarding project conformance. Brannyn & I visited this site together. I called Mark and advised him that neither Brannyn and I could state the drainage in the east side was routed to the ROW as shown on the approved plans. There appeared to be a hump near the southeast area of the building that interrupted the flow of storm water in the swale. I advised him that an asbuilt survey that verified the swale drained to the ROW would be required for me to sign off on the drainage. Brannyn agreed. If the drainage improvements were completed to the plan by Boswell the City approved,this would not be an issue. By the time this email is sent Mike and Mark should have already discussed this. Downer Forwarded Message: From: "Dianne Otto" <Dotto @cityoftybee.org> To: "Downer Davis" <davisenginc @bellsouth.net> Cc: "Brannyn G. Allen"<bgallen@ cityoftybee.org>,<lahbos @bellsouth.net> Subject: 10 Eighth St. Date: Wed, 17 Dec 2008 21:20:04+0000 Downer: Ref: 07-0497/#2070910/lot 5 Eighth St. Mike Deal (272-3704) came by today and asked about 10 Eighth Street.This is the site that Boswell asked you to look at the east side swale, etc. Boswell said that he hasn't heard from you about it. Could you get with him so he can get with Mike Deal? Thank you, Dianne Otto Zoning Specialist City of Tybee Island 912.786.4573 ext. 114 ***************************************** ***************************************** ***************************************** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of 1 Dianne Otto From: Dianne Otto Sent: Tuesday, December 02, 2008 10:58 AM To: lahbos @bellsouth.net Subject: 10 Eighth St. Mark: Mike Deal (272-3704) asked that I email you to request a drainage certification for 10 Eighth Street.Your plan called it "Lot Number 5, Eighth Street,for Tom Waters". Thank you, Dianne Otto Zoning Specialist City of Tybee Island 912.786.4573 ext. 114 1 Inspection Report City of Tybee island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (9x 12) 786-9539 Permit No. C) 9 -o t- 9 Date Requested 0 I.►'7ri-V 9 Owner's Name Date Needed F l Gen Contractor 1--.;L d (21 - c ,S . subcontractor Contact Number tko) Ieal 272 r 37D4- Location ;. + C' 41'1 'k, Inspector 0 f) Date of Inspection G / / 2 - 0 9 Type of Inspection I •.. / Pass 4 _ n addre-�S be �- L VA O 1. i l ;J f �- QPSS roc i-e. e 442 e. C7 ( g) Fail 40W-62•571 -1lo6) r . 4;2 EA I a I '4bovc, base. Fasod ' G !re Eri71- -1 / F 1 ' EF /T. / / vac cr,(,,, -7/ E 4 S 0 Al pi NOTE: ELEVATIONS ARE BASE ON N 88 DATUM. R.B.F. = 1/2" REBAR FOUND B E A C H L 0 T 47 x Ne). R.B.F. ,\<o./\ S 70°35_35" E ----- 60.00' x R.B.F. N 52,../.6, . . . A.C. l x x �u� p,`.L �� 10.0' \-;--1 rj110.1' Ico• I°I LOT 5 I� l J NEW THREE STORY ,_ ' `a to STUCCO & FRAME •p ��LOT 6 RESIDENCE -oi x J� 1- I III ' f s LOT 4 w 1•.0' 1�' PORCHES�A'� • co d-I • �� M���� MAIM r I d- cv 00 I `9�0���r? .��iiM 5`br�i I o b, ,4,---,:a.......-_-_-_-_-_, • 1. d il- �. T BRICK DRIVEWAY ,V 3• r N , I 1 Co CO 240.03' 13 .< ..LLLM ..ate .a L ^` •.. 'MI f/m11111.11.1111ffarjra, R.B.F. 60.00' �� e'30'16" W R.B.F. h �p x �2 '== _ ■ �q� x\`1' (9,,- CURB & GUTTER Nn/. 1t. 'oo 'MI �r NN. At k N. 8th STREET 60' R/W STATE OF GEORGIA REFERENCE: PLAT OF TYBEE ISLAND BY CHATHAM COUNTY PERCY SUGDEN DATED JULY 20, 1928. PLAT OF LOT 5 OF A SUBDIVISION OF BEACH LOT 48, WARD 2, TYBEE ISLAND, KNOWN AS No. 10 8th STREET, TYBEE ISLAND, GEORGIA. FOR: RYAN BUILDERS OF SAVANNAH DATE OF SURVEY: NOVEMBER 24, 2008 Gc 0 RG1q DATE OF PLAT: NOVEMBER 26, 2008 , ,G\STE SCALE: 1 = 20 IN MY OPINION THIS PLAT IS A CORRECT 20' 40' OrNo. .5 �0' \, REPRESENTATION OF THE LAND PLATTED E.O.C. FIELD 1/ 30,159 'I W� �O ADJ. METHOD CRANDALL LAND TSURVEYING,JR. P.C° /2 SUR�� •<�' E.O.C. PLAT 1/ 100,522 145 RUNNER ROAD Q BARF' TOTAL STATION GEODIMETER 610 SAVANNAH, 31410 (912) 897-0-0 661 (F.B. 011-70-8-D-3) U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTiHHCATE 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 RYAN BUILDERS OF SAVANNAH Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 10 8th STREET • City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 5 OF A SUBDIVISION OF BEACH LOT 48,WARD 2,TYBEE ISLAND A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude:Lat.32.00353 Long.80.84371 Horizontal Datum: ❑ NAD 1927 El NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 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) NIA 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 N/A walls 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 SECTION 19-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State TYBEE ISLAND,GEORGIA-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) 13051CO213&214 F 9/26/08 9/26/08 AE 13 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: 0 NGVD 1929 13 NAVD 1988 ❑Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ►.1 No Designation Date N/A ❑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 NAVD 1988 Conversion/Comments NONE Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ 14.19 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 14.52 ®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 SEE.COMMENTS ®feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 13.9 ►1 feet ®meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 14.1 ►5 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. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 100E } . ® Check here if comments are provided on back of form. Certifier's Name BERT B.BARRETT,JR. License Number GA 2225 F Title PRESIDENT Company Name BERT BARRETT,JR.LAND SURVEYING,P.C. i Address 14 RUNNER ROAD City SAVANNAH State GA ZIP Code 31410 �. i r C° • ,,�� Signature °.< 'Date 11/26/08 Telephone 912-897-0661 • r r , sue.. h . f j FEMA Form 81-31,February 2006 See reverse side for continuation. Replaces all previous editions 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 10 8th STREET 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, following. REAR VIEW FRONT VIEW o i r . - 11".....1411111111".."Williniii ' ` * � i`'� '41 I1 I II 1111111111111111111111117� . 1111 NWt nt;.,;, jJ i e' t7fd , i Il( ii ii 200E,'11:'24 1 ii - 1 i—s_ �' . omt.____,_____„..._______._: ■ WI W I 1 . WM I'l ...- . \ - - It . .„ . - . . . . . ./___:_lirr,....114., _ . ii . . , . . :::-...---- ,.. . , _:. ,i r c +mow.. _i 2008/13'24 • 408:1 •24 LEFT SIDE VIEW RIGHT SIDE VIEW I . , • 'Z. :...I-0 ' Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tvbee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No nri _-_- c)_LA 9 -1 _ Date Requested (--) 1 - 0 Owner's Name Date Needed D ,Gen, Contrate:to r -K i a n 1:)) cC rs . Subcontractor ,---T4 Contact Number „AI '. k. e, -be a\ 2 ri 1 - 3 11 0 I4 Location 0 inspector 1! i / i Date of Inspection 1 Li 0 Type of Inspection \-- e , ,, 10 .e <-4-- 1: -,0, 1 10 ( ( ! Pass Ii..... Fail 0 , UL V.,,,.) .0... tr.:. ..,I l'hML3-UliULI UNLJU ULU-1U IL M 1JILOG4v.i0.3.7 1-30G rooL/oozi. r-161. V Imo toorporatir9 , ... . , ) ; ._•_._..„. ______ FILLED ri • ., . .. - - . 1110ingliir ' , - Wholesale CHECKED BY ,s, SAA4,671W i.i. C.- :,44 Prodacts - —„„.... .. ., •. Build-It ' .art Choo Choo Rincon • , 135 CommercialjT. * TRLICI4 fi 912-826r2466 : (0.-.,. `c\•\C.4.2)931j1/41-> • Rincon, GA 31326 , . . ,...) . SOLD TO 'y V SHIP.,70 RYAN BUILDERS i)F• SAVANNAH 410 8TH STREET -:-- RECEIVED P.O. BOX 13126 l', RYAN BUILDERS i: `'— 0,4)g-Dci ... . . . ......SAVANNAH4. GA.31416:-Q000 TYBEE ISLAND, GA' SUB.., 26 Shipment if 1 ., ...: , . . . . .,- . ... . , . . .• . , - .. .. . . •,,,,.f.;cc:Liwr pl.: :. cGstoiv„,:F1,,ps;p:, , ' .: . :, . ;'10 ;,,. ' ' ''';.. , ,(1.0.IDER4. : ::::ORDER DATE i:SLS,Dat, MOW.Ei3 "INVOICE DAF 11151 . :, . . -t, : . ,, . NET 10TH . 11564986 02/29/08 ?.119 11059020 02/29/08 '.;',•,' . . . „. . .... okr,tFED:,;;;;;,:r.,,; ;,.,4.::=, Sr!,-IIP:Pr.0 ,'1„.:fl'll : .: . ,-, '' ;' : DWIiiippoN. • . : , . .. - : PRICE ' : ::. AMOUNT ,J.•,, **** W1 Ground Floor • , ' ' . . 6 0 6 EA TW3046 AA Unit, Equal Sash, Wh -4014=11;t1.. 4-74• ,2*.,, , 44111_11564386_20 PO # 11410898 VEND 4 969 Qty : 6 Expected 02/09/08 ite/PI White, HighPerformance ..,,.... . %. . 40.41.,owF44Umpactate4gialit, V, i.w tg'b SV:11) IPICApfle s 019/.C'o n i , di• 61 xt,,,,,giz,ry Vp4ad Wite *PdOtt, ;;•,‘,t: ,:':'J 0..?.etze '9,...41t Extaislciwaa4shl„ 0 Z w2'-,.;- • tap St4rwe1lN1W59'' M ".',. .>;.;;.;•#- ',.!E::g•i;4 2 o 2 BA TW3042 AA Unit, Equal Sash, Wh ' ,m51M?-:-4.611-- .0i' -r.-, 1 #4111_11S64986 50 4.4:04k2.3.4fdr564 .744161, 90 0.riegtzt:ExfIg4ga 02/09/08 I Ar iteip iihite, High PerOriince Low-14 1004tectOMealCt4eeAstant w,,,..4.,,, -,1 Glat. (soch sago) (InchadeC6 ,0 4 '4 : Ali..*" Fatory Areplied klit4kii4i7 ',;.'= = I Painted Complete Unit Extension I • : -.:'-,;,,, .,if*.-:,' ',7ambs) ' ,13 Ground. Floor BatA I 1 . 0 1 EA TW2032 AA Unit, Equal Sash, Wh 44111_11564586_80 dinevc* ,-- 4.?5t,Y-76-tro, . . . PO # 11410898 VEND # 969 Qty : 1 Expected 02/09/08 ' ite/PI White, High Performance 1Jow-E4 Impact Resistant Glass (Each Sash) (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) 11. RH Bedroom 2 1 1 : January. 8, 2005, 08,t53:eri ;REUSE - M e t ', S / 2 MERCHANDISC ------ i i ---77------ SHIP VIA I l'.. OTHER * RETRINT INVOIcE , w 'TAX ....* .....,... : limui Hi ii III pm ti HI iim it lim _ , • Signmure , FReiGHT T , _____ ------___ iTOTAL. T1 __ _ _ OFFICE _______1_, ......4. vw ,, ,,. ,..L. 111,11 4J.UU Li!UU L.J.J.J.0 -L.- N ..1 .1.4,Qxo,J,.., 1—,:NOL ,71(103,6k11.7 rlc,..1. . - V il la toorporatirri 1 -- ----- , , ) .10.V.44/4.9qiutit r.tsvezaw l' FIC,1,E1315---- Beftline;.'. . 4/iigiaaNgir .,,I ., who/aside --G—HECKED—iff---- • - AN lAot 7 10,'4.4 :.; O.' ' Budding • . , ,, rP addicts uild :7t It -ciar IJAP ,• DEUVERV ay . 7 .. ',I• C1100 Choc Riiicn 135 Commercial!Dr, • __TRUCK 14 912-826-2466 .Rincon, GA 3136 .... .. — • .. SOLO TO %'.• . Sall To . .. ,RYAN BUILDB1k.90F'SAANNAH . • ' 410 8TH STREET' PO. Isp:C131284-.„: . . . ., -: . : .,..-4!. .. l..., RYAN BUILDERS SAvANNAB, GA314164.0000 . TYBEE ISLAND, GA' . .. ,i: • , ..,. SUB: 26 Shipment 4: 1 . . ..A.ccol.:iNT. #:.: .cu$ToMeR.F,4b.rt • . " - , . .. 1ER MS : . - ! ' . { :--':0,FtDp:3#' .-.:. pj:kpe'81 pA:-t: 1,it_s0H:,. ii0oHce,it itovoic u■Ar • .`:., . . 111151 ';, ' :. • '. .-1..: '.; r1564986 02/29/08 :119 11059020 02/29/08 ORDERED..0::i,. 0:: P H i pj*:p:::i:ty ivi.:. ,..... , .. :,:: DESCRIPTION-, •, . .-: . , Ak6uni-r' 1 6 1 EA PW060611.7,FWG32611 .SR-$ Composi 661•9-11-.-8.64- .•1PP410.34" 44111_11564986140 PO # 11410898 VEND # 969 Qty : 1 Expected 02/09/08 teUnit, White/Pre-finished White, High Performance Low-24 Tempered • Impact Resistant Glass, No - Grittet's) , MO inetMacioa, J9tei . :!%:,„. r,'i: .,•::: •:::. :e•: a sJiitit F. Tilse.: veR-4141f4co,. w: lok.041 Mt.441 W.1011,#y: Vei0041 &: . ::, -dm-- --,c,g• ,w,,,, • m, mi , c a Fs CIRft0 F ontt, willag.gftrwhi'a, 44111_11564986_170 . ' PC) 4 11410898 VEND 4 969 Qty.i_l Expected , 02/09/08 , 4:-.1.4.A.PeitiSNignAVV-EF I irigfOrk.D;,, >00a4- ,k,..) m Resrgten# GlasV O (Incluips " 9/166' i'6! _ ?Iv 1 Feta y*iti.44eci*W4f iid.slAd 0.!..::: .i,:tki, 1 i.:..,', m Wh.I.•*-0. COTplete4ait ExVeniN9p I , . . , 13. LH Master Bedroom . I I 1 1 :, '• 0 i. ' , .:4:T11A -• Pi4G53611-17WG60611 !S41.6° :COTrpOai•:, 1,Trnllr' 44111_12.564986_230 PO 4 11410898 VEND # 969 Qty : 1 Expected . 02/09/08 , • .5,1- .-.. .p. '1 ; teUnit, White/Pre-finished White, High Performance Low-E4 Tempered. , Impact Resistant Glass, No Grille (s) , Mulling Location; Job Site, Mull Type: LVL Reinforced Mull, Mull. Priority: Vertical W4 Master Bedroom . , 1 , 2 0 2 EA TW2652 AA Unit, Equal Sash, Wh , I , T___ January 8, 2009 08:53:03 .REUSE - S.Metz S / 2 MCRCHANDISE I rim . * ' OTHER 4. REPRINT INVOICE ' * - 'TAX * iimumlioqpipulluinumul , r_______-----1 •, I: FRFRIHT [ Signature ,-- • ! • • ._,----- OFFICE TOTAL —I I , I I' I . uA 4,u u,' uu ,J., L I UflQU LOJUL: 1D-11.1,,i Al M .i.71i000'.1O..)J V Pi 0 L-,orporaur9 L-.:564 rOOLIEIVR., r"--1.6.1. _____-___, 1 _avidiAti(I/04V 5:.111..^:Am..s. —HUED BY---1 -- — ,. . , • lima.- ACI1004200 ' \Whcbmais CHECKED BY . . •, " •: know ', ' : ' '410'') %T.% Voild-lt Mart DELkERED HY Choo Choo Rixicon 135 CoMifiercia1ADr, !..' . •I.' •; . TRUCE if ------ 912-826466 ..: '?'-1 ;::•• Riricon,.'.GA 313 . SOLD TO SPORT° RYAN EU4LDERS 0 SA:VILNA: 10 8TH STREET: ' P.O. BOX 13126.1' t, •Is • -.. . : RYAN BUILDERcz - _________ _ ...:..SAVANRAA4111540000 • TYBEE ISLAND, G4 . i. , I.,• . . .. .., .- ' Z • ',.., , • .'-71-? ' ,;., .• : SUB: 26. Shipment # 1 'ORDER DATE ',Sl:SMN ! ':'INVOtc:EN' 4.INVolci O•ATE , .: , , ,: .. , : . . : , ,. . • :• . . ..• : . , 11151 ; : VET 10TH 11564986 02/29/08 119 11059020 02/29/08 ,g0S.R.F.D• ::,,:,f .6,,:,E..q,c,, f:,,Ht.1=FT.p' WM .' . , , (*!, !' OF-5.MPTIC/i4 !! ! ' , .,, , „t , : ,,' 'AMOUNT if#14.1):454936..260 ' , • !.' '.:• PO # 11420898 VEND ii' O' Qty ; 2 Expected 02/09/08 • . it /Pi White, High Performance Low-E4 Impact Resistant Glass 1 ,,,-- --- 1,(Fach $ash) (Includes 6 9/16" .. . . ,:;."' ..g ••• ,4 , I 3. • :. $ ' Pactory Applied White -.'" Painted" . ki 4f, Complel;A UnitAxiiii*A„Ja.$) ,,,p;:Ng4t, irr7,113 ., ■4•A' V: ZVA 2 0 3 Efi . • 3r02 itik u !'t, %Taal 6.1ish4 Whe$,: : kr,„,-07=4*„.— ,......t.. o• >:,$ :4; t ' ' q 1.141'168 VE04.16t 9 Qii : Maltige::t gfirnF42'/0 9/'0 8 ite/PI White, High Performance . .:-•, . - . Low-E4 Impact Resistant Glass, s.,,x-tei*4irige.M.tg . , '7: 1^,k1 i 'X - ' a Fact,arvappliedilWhite ig PatiCIted ie comlavnimiii vegigio440 tl-,---- ;14 f-a.k.,'4 dr OA •iN, 1 0 1 $11 ,Odr0rn 3 ,F, ::A•F oomta.. 3 EA','IMW.M152 A unitigEval gits21:4:-*A- w,..ia 1 ,iii4, 7*. -,volitumlat-- • A0111 11564986_320 , ••, ::, 1 :- Yi-.4- ':'''2,.-• Or0'.:14.i0898 VEND*969' Qty »,3 Expected 02/09/08 • ",Y- :,:;-•;..1,•:•,...t:r1u,:, , ,?,'.:-4 .. :' - - ite/PI White, High Performance 1 Low-E4 Impact Resistant Glass '!1:k .n...,,.. ..',:,i, Oach .Sash) (InCludeS 6 9/16 , ,. i ' '; • ''i'!" ''''' ' Factory Applied White -• Painted . I . Complete Unit Extension Jambs.) .ali0etr°757-1 w5 Living Room 2 0 2'EA TW3C52-3 .AA-AA-AA Composite Un 00111_11564986_350 PO 0 11410898 VEND 0969 Qty ; 2 Expected . 02/09/08 • ' ' it., White/Pre-finished White, i, ' January, B, 2009' 08 :534 ;REUSE - S.Metz 1.--- 5 / 2.--- MERCHANDISE 1 { . ! TStsIP 4IA I_ 0 iihR * REPRINT Illy0TCE I* , ****.**.r*"****i""*",1•2. 170.no imimpuinuffitu 1 1 imx 1: 6ignatue ' t ----------------------- • i: TOTAL tvAdE___—_—_________ , ■ 1 + 1....., T.:-,. ...,Q .,.1A,..4.1 U.:WU WIWU 1-...1.1.1...1 AL W ..L .I.S.,OOLF-1O •7) 1-304 1-00 /Liu;71 V INIQ Loorporaurlp ; r F IL if6-87--- [ ,. • .:,.: iiedia*.3 fanc- '2.6.1.1.arg.. • 1,, • `1. ': . . '',..-.,,, .;''. . ' :' , . Awing/sir . Beeline :' 1100a00 (10i wishczola [ ciii6Effis----- sk ail■ou Build-It Maxi DEJ.,IVERED_BY_ Chop Choc, Rinc4n :;:i• f, ,i, 135 Cornitlerg i a 1.!;,,1 V r. .'":: : " ' . f... TRIM( 912-82.524“.•,:.•4: . .:': •• Rincon, GA 31326 • sopio :. • . sH1F;TO RYAN BUILDERS OR SAVANNA ." . • #10 .,. 8TH STET . P,0. BOX 13126':i, RYAN BUILDERS SAVANNAki, GA 3I,416-,0000 TYBEE ISLAND, G4 . . . .. • . • ...StA.1: . 26 4'hipment #: 1 ,C O 0:6.:IV.I.tA P0 .T1 - , ORDER .' ''4+'L„Y..4, 4: --514. m0.c.u, .1.INvoi;E,.DAT.t! 11151 • .'...., .i. ' NET 10TH 11564986 02/29/08 :119 11059020 02129/08 , l:PAPP .0:11EAO ?!?t;EPt:;■511./0001 .:Iiir14' : -'H i: . . 1!),* IF'..71tiii:.,1' L ' .: '' ."' '," L . : PA Id High Performance Low-E4 Impact Res istant Top/Sot tofri,tii gh . Performance Low-E4 Impact Resistant Top/Eottomoiliigh - , rtormance Low-Bli -Impact Resistant ToplEottom (31ass, No bri0ea 6 9/10 16100:qh,paatetg,kr :;, .. • .1% yl., . -,. ,K, .;;;;• t .., 4 ' E .150m*etitUnit Jg sit*, mIllip i, 1 . c;:i „ii 149c wt;lull D4tri4k.t. t or, *lit, hi 0 LtiWg4 9/* le irAced *11 it,1141.4 :.f . t Pritir ity: 26, RHOS Living Room , 1 0 1 BA 060621 Ana Unit, APIA Handj. -ItINAMMLIP0— iiwitsigio .*1 ' .'• ,4.• Wtig iftielygrOfroN0 0 AW,4%,;(,,. ‘:;:,:,':.'etl:a 1 PO ealill 089 8 ViranD # 90 c* 7 1-Ex*cted i 02/09/08 1 . V ng, 171.i1014,4*4/104140,011 ,g- WOM,ti:: 1 f I Per f. 'mace Lossi4 Teateret, ,.,. ....,4 Tt4 g 44 Iirepiic t Resistant GlassiY: WG Living ROOM . 1 I 4 . 0 1 4 LA 1W3062 AA Unit, Equal Sash, Wh. • —9:44filing---- 1 4. ##111_115G4986 ,440 ipo 4 11410856 VEND #, 969 Qty : 4 Expecte& 02/09/08 ': . ,' 1.- .."'An .',..' ,litetql,WW.te, Hiot Rfer..ecrIllarIC . ,.(4 ' ',..',.` 'u,11-, ',' 1' , • ' - Low-E4 Impact Resistant Glass (Each Sash\ (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) W1 Temp Second Floor Bath 1 : 0 1 LA TW3052 AA Unit, qua1 Sash, Wh 1 't-40,704liti-- , 4411.1_115649Z 6_470 f I • - . i : '' J-4nuary: 8, 200'51 08;521 '3 IkkOSE - S,Metz 5 / 2 _ MERCHANDJSE --------- ----!---r—"—T"—"lrf-ilP Vii A ---------1-------1 OTHER .. . _ * REPRINT INVOICE I*'' 1 TAX 4 .11011101 IfillMjiqi10111illiM11111 1 . ......1, Signature ! t, II' FREGML ..-. ,____ L • mm - TOTAL -........._ -I • ......_____ - I OFFWE 1 1.--:)ot. ruiclui 4.110:: 4- L' - - if NO 1..,;orporaur-ri ( FILLED Ey • 't. 1 4iffiginwiiir , • . Whola&alea I CHEWED BY . addiiritny 1 . , Prodocts f, 1____ DELIVERED DY Chco Choo Rincon L 1 -,1/4 135 ComMercialOr. •i.,' . 1: ,TRKK# 912-826.r2466, -'711. ' t. . Rincon, GA'.313140 —F• , • ,„ '':•: .',...goOTO%...,' • SHOTO RYAN EV.ILDERS'.2,OF SAVAIWAR . . 410 8TH STREET:; P.0, BOX..1312q. - • '' RYAN•BUILDERS -1 _SAVANNAH, CM li416-L0000 TYBEE ISLAND, GA - SUB; . 26 Shipment # 1 .,c,lj:,:zir.omERpfjik . ' , ' . -IIE. :v15] • :. ORDER .''■ 'ORDER:PAT SLIAN! , It4V0iGE# ',11■DIOICE DPW '''' ''''':..• 1.:''}V;• •.i: '-'1 '' 11151 '• "• . -'-,• •' . •..-, 4.t : - ; •• NET 10TH ' 02/29/08 1,119 11059020 02/29/08 !. . ' ''' •' , .,:,•t:••1 `-.1,-... • 0R0E•RED.ii:••%''. ';':;'. P 's1ipr1:0' urNi. . • , ,:, , • . , DESCRIPTION . :, : ': ' :Pkict',:. ' , PO # 11410898 VEND 4 969 Qty : 1 Expected 02/09/08 ite/PI. White, High Performance Low-E4 Tempered Impact Resistant Glass (Each sash) (Includes 6 . • - -: ' 9/16" Factory Applied White - . . ,,..., ----%!-• painted Complete,D11.4Extension .„ ■ 1. .,, ;4. an i.s :ii, 4, '4's: 'ft. 1:s• •fr•) :'' 1 '1-•$$ 7 'ivi4- Rot ;?.. o , 13,14 AV: :;12" I 1 0 .. 1. Ea wp 064F vAlt,ithite/VI letpitIa . .I.0a%405/iiiiiAgA4-- .11aBIESPrr g • * . .,.''.* i #'4.4; 11 10 6 ______5", '''' Ii '' ' • POw. 1141d‘ 8 VEN.64*069 Qt ( : laapSctelIWAW2/09/08 e,High Performance Low-E4 1 • Tempered Impact Resistant Glass "...t.,--ov- - •,,p. • . p4m,::= ep 40141 udreM#/if"AttTY X :-4,. ,-: Whi4 -0ainteceComplelp tit • ,,lx;0 . 0 Extep io-Mktelbgr--- 1* :,,,:> ... ui .7„ 11.4H droom ••.•. .4*-' 4: 1 0 1 EA 4'attar': Je4N1NG 36 Ir, •c4rHist] 3/4 g.;:i..wg,k, - WQ44W-- ##111 11564986_530 . .•. - . • ..... % ..- •-'IV:--' :''• ,_. , PC) 4 11410898 VEND * 90 -QtY :,'.1 Expected H02/09/ 08 VINURTICAL/HORIZONTAL 11 . LH Master Bedroom 1 : . 0•. ::- - -,70,yEA .10 FT JOININ? KIT, WHITE 3/4 L 98.530 98.63*1 - _ • • ,,. . ,s *; i 4#11111564986_56Q 1 ' 1 1 , PO # 11410898 VEND # 969 Qty 1 Expected )2109/08 , 1 . VLVE1TICAL/110RI20NTAL 26: RHOS Living Room ........._1±- 0 1 EA 68 JOININC KIT, WHITE 3/4 LVL 65.330 65.33* #4111 11564986_590 ..... • PO * 11410898 VEND # 969 Qty : 1 Expected 02/09/)8 i 1 .., .J4nVarYl8, 200$. 084:53P3 'REUSE - 8.Metz ' 5 / 2 MERCHANDIS'E I . SHIP VIA OTHER * REPRINT INVOICE ' * ' - TPX -----4-1 ------ ""*". "************ 1'' !sm noitippopounnuoillill .., , , i PREIG1T . ■ I — — TOTAL i 1—.,......—.....— . . . ___.......____ _ — OFFICE .1.-36‘... ,,.., L.-. ....-I i.ie.....t J 1,111-1LI-1,11UU LIU.L.L.J. .1.1. ll1 1.:-'1e..0041.ti.,:.,.7, 7 • ,. ' • VNb Corporat )n , • , ,,,, i , ..?. - i..,1,1 • `:i . .Dkal(44 iyoot,,huvou t ii.I.ED BY 7' . ilMtv' SAW - "----- __ 13011kie ., - ,„: i.Whotosate CHECKED BY Budding ,,. 1110;10AMW .- Products ,..—... -- Build- t ,-;at DELPIERE3 EY . Choo Choo R14cO-n 1!?- , • . 135 Colillerc4a144', :. • '. : 912-826-246E- Rincon, GA 3326 SOO To ;:• $.1ifk-ro .RYAN BUILDERSOF SAVANNAH .. 410 8TH STREET '..P.0. BOX .I.:::1;26 • •;. • • • - • . t• -). • • • --:: .:: 7 ,:.$4,::, .1 ' RYAN BUILEERS , _smANNAH, .0.11. 11.410c000 . TYsEE ISLAND, GA y. ' .: i.:. :- ,.' . .STE: • 26 .:' S1iipment #t 1 1.. .',4cogiN,T,',‘-- .%., pctsT..;)-,:i.E:R:01,:io , : •• . ..1ERp,i5 ..-. , • ..,, • oficOtr- : ORDER DA:1' .. !•;;51'•,T.It:• :-iiiivor 4IMVOIcE DATE. 11151 - ,ILIb1 11564986 02/29/08 -115 11059020 02/27/08 ., . . :.2,R,Dpre-4. 5;.,.,,=,.,,::,Fc, :51-1.1:Wp::, YTf. ; :, : ,::: r r. 17) .S.C:RI,P.:k4?4, , :, . !... ,.: . I . , . P?.pC.',E. . ,.:: "i r 41.44:4.11■E. '''' • VERTICAL/HORIZONTAL 1 ' 26. RHOS:Living Room 1 0 1 EA 114/6MT 74 INCH CAgING, WHITE 15,080 15. 08* ##111_11564986620 .1,0 # 11410898 VEND 4V969 Qty 1 1 Expected • , 02/09/08 3/4 LVL 2 3/8 , 4:.,, „• =1j. t,*I*A H.. .-,o1*,... gh*w„„,„ ***„„„ *„,40vl *** sopil 'Ns uc i 0p *. *v4.v:i, aw .**10;0**1****A. ,****m** TAKE HI BO TO EACHil'it lef O1 8 STET% *******- ******* **** :**, ' *10****44****' 4 ,:„.6,. '•;::.',tr.,' .','- • :,..-e7` V: V, ,.,gi ;>.'Iii ' -..,... .Vr.. ' ,-:,.4-R A:i' •-$'4:Vg0P. 4 ', .:V:'.4'' 51,'J& .3'.5. . . , . . • 1..• ' A.;"6.iift kV.17'..4.V.,. !,,W.,'>'',f',V,k,,,,,, Vi .42Wik... i;.;‘,;,:gi;,'„;',ir.; ,•\`. 4 4., P".''''''^' ',,i..'''''''."4"‘ A s,; ,''....%".^:: :0.?'?"'''''''' ,z, • .„.x ;,•••• :4.44.::,e,4•-: ‘,...,....,-,,,.....: 'a, >4.• =Val"ti r,,,; .„... :.•::•,, •,,p, •,%, .,..,::0 :q.: . • '''''",44.7 4 Nr.;: .___..,- • L. .:. • . ,...t'l:N„,'',`:;P' 4.0gfrqrvrig'4,":1• 0,54iT* .:A ' , . ,:,. .i,--`."! .;'-`..- , .3!:•••' l•-•1%. . - :•7. ' . . , . • . rig,4:,,..0,1.,:fiKr1,, ,1::.. , • . . t . . . . . ' . . . . . . -- ---'''° —.....------. .„ --E---- . january 8, 2009 08158::03 REUSE - S.McItz 5 / 2 MERCHA4DIBE — lottpz.i.---,---- 1 , L _ ___________t1_A_X_ 0.0 0 * 1111111111111INNItIVIIIIHM111101 1 , Signature ' . •" FRMFIT 07.00 1 i 1 ! TOTAL .10102,91.€0.3-.-7--- — : 1 . OFFICF t ) I 4.1::) 0,-, "JD rncill-LTiou-uriou 1:11J1IG II M iJiZ66046SJ i-MZ .1-11W6/0tri t-Ma V 111Q to o rp a rau r 9 __.......„•.... . . I . (4,..g.:.`44e4i)* FILLED BY ------- , . 4Wariiiiir Hift*Wholesale CHECKOP gesiline :'-' MOM) ;, .1 sumwas , Prodects ,.. 1723T107717 ..___, _,.. DELIVERED wi , Chco Choo. Riucart 135 CornmercialDr„ . . ,•••*-- 51. TRLICX# 912-.326-2406 :: ..A.''''' ) C . , Rincon, GA 31326 ' c SOW TO SHIP TO RYAN BUILDERS OP SAVANNAH #10 8TH STREETi P.O. LOX 13126;: • :,r: ::: RYAN E.UILDERs • SAVANNAH, p4.j1.4i6tpo0o TMEE ISLAND, 4. SUB: 26 Shipment # 2 • :-.; :,. . , , , , , . . . . . , • , , . , , bf,t1.0 0.,' ' Apt•wkkpATE S LS IAN' limvolCp4 i INVOtCE DATE' 71.151 NET 10TH 1111111111 , 11564586 02/25/08 i119 03/06/08 4 o4cRO-r1pu -,' ' : 1: . . . ' pfticE . 'Alyourr.'.•'''''' QUOTE **** I , 1 1 I W1 C1.- urtc 4O3 Floor 0 . . 1 2 EA 9' 2" x 1) 1 1/8" P Unit, Rect 4eANAWW____ 1 ...‘mi...4- ##111 21564986_110 PP # Y1410898 VEND # 969 Qty : 1 Expected 02/09/0e. ( ..1,,. 'aft9le, White/Pre-fir4sted white, • :1'• ,M.`l.`. Higp, P fortna;0.e iEettAtk, Ima or.., ,aV!igz:;F:i.;,, .6.,;:d '.1.'-: ti'',•:. vi:i ',••,•;, :m:-.. , .V ,1::: . c's ,.., ,- - .eststam,c C41s,,:;-,;:. (Inc4ide4I 6 ,V',> 1 ...?: -pi; iti • c',f5.■ ti,1p.' Pakto-tq Ap • led r: '" r.?--' Pgmfinlivp00 whitk ExtesivA 4a v, ,,;.. ) t:= . . ',74',Igi;n:- 21. RH Bedroom 2 : 1 0 I. 2 Eh 9' 2" x l' 1 1/8" P Unit, Rect : ,,1.1..14t1Va 44iii_3•mW.44 oVOlp4I_cisk0*iiW,, r 4„r i 5 I IC 140898 y11 4 90 i 1 F %T,b.? .:. 02/09/08 / ngl , V4 * Ad t ite, Low-Efiract usastat G1ass0 ;Incitdee',VaaY '..i..nutz..v 9/16° Factory Applied re-finished'White Etension 'Jambs) 13 . LH Master Bedroom 1 :. • 0 , .,,,,..,..- ..rif EA7,11$14,11,1/4".x l' .4. 1/8" P Unit, ...,MIAtfipii4,-----• 1##111_11564986380 1 , • 1PO # 11410858 VEND # 969 Qty : 1 Expected 1 02/09/08 1 i 1 Rectangle, White/Pre-finished White, High Performance Low-E4 Impact Resistant Glass, ',Includes 6 9/16" Factory Applied Pre-einished White Ektension i . --_____ • i Jwauary 8, 2009 0853: 7 !REUSE - S.Metz 5 / 2 MERCHANDISE __..„ _. , TriI-IIP VIA I L ----- I )t REPRINT mvoicE i* TAN. """"**** -k* liniguluipA opopolimin FREIG'HI Signature TOTAL 1 1 ! OFFICE 1 , i 1-.VJ,::, 1-VID;VOILL? V.. VC:- 0...' VQ, ......, 1: 1.41UU-4411-1U .1.W.J.J.L1 1.1.. W 11O0.2.7 .., ! . . , V INI 0 (4;orporatir n D TE SHIPPED_ . . *$ i ___to„Leo BT ' - ', . 1:,::,...7''. ':,,,,,, .• . ti00,4 '1(43tti 1.../Nat,n4 i . , v.,.., - • • illidirsOW BLeldine -.: . 0,whlosais _ CkECKED_BY &ma - "44 04'44 Products uild-lt Mort ....... ________„,... DELIVERED BY ' Choc Ono° Rinqon 135 COMmerCial:07r. : ,7 1 TRUCK it 922-826 -2466 : *:' , 1 L___ Rincon„:CA '31326 ., aoi.,C)To i SHIRTO RYAN BUILDERS'OP SAVANNAH • • #10 .8TH STREET',:,, P.O. BO 13126.,,:: 4.‘ RYAN BUILDERS SAVANNAH, GA 4416-,o0o0 TYBEE ISLAND, GA .. ., 4hipment ft: 2 • . -. • :A ce4AJPI:r r ,,` '' i'Li 5,T(:i l'AE R POV' . ' ' ' ' 1-Lk6/155,' . ' ' 'DRDER.0# ,,,.9ROFR,•OATE S1.- MU :'tkIV01E0 :' - ■NVOICE.CiAT ' IllaIIIIIIIIIIIII , NET 10TH 11564986 02/29/08 115 . . . •., .• .._, . . . •,,, , . : . •• . • . ., . - : . . ., . : ., : , .. •ORDesTp.:';41.46, Sr1P•'0F) !.1:ityi . •.,:: .' '.: . .y: ' .1) .,sgPTION';. Jambs) 26. RHOS Living Room . 1 . r*****-4* -A****** *liv**A ***-01.******** SHIPPING INSTRUCTIONS ********* TAKE AW, 80 TO •-.EACH, ' . .RN. q.,EFT ONTO 8TH STREET. ****** *.i*!;*** ***************************************** w*******A********k***** ' 0' -T.& 4 tvii. 4T. '„Iv 'lir. 0. ,,,+, -,,n-,,. fi4= • ' 1 — !ftico, 1 '-':,--• g ?4?%, ,A ,ai. 4' al • I .!,,,i z a .ma.Aa •;$3 .-eo. ''.:1,•ar c''%'0,.,0 *: 1`•':k.ge;''''' 5:1f;.:%:;;P:i.: i "AMO ii . 'I 4 t.: .,,,,,. •',4, . .. z 4 ts,, , „..A.s. j?';;;• _ : .. I 1 / • ' . • •: . . . 1 , 1 1 _ 1 ---4--------- 1,;anua-.ryi: 3: 200;11.08:53z 7 ------1-7---tiAlp,---77k----------------------- OTHER 0.00 1 1111111/11111110011111010111111111111111111 .1g, I . [FREIGUT 0.00 --- ___ ._, t---- ' - ' I i TOTAL az29:313§444..1 r, i• OFFICE ) i calendar tor me week of 1/8/2Ut3/ Andersen. A",P Design Pressure Estimator & Impact Product Finder Product Finder I DP Estimator I Test Documents I Andersen Windows I Contact Us New to DosiLn Pftasur*Estimator? Tu oria Select a test document Descriptions Stormwatch Units Andersen units with monolithic impact resistant glass are available in select sizes and product types. Impact Resistant Glass The maximum glass size available is 30 square feet. Click on the test report number to view the Notice of Acceptance(NOA)Report. The report can be printed using Adobe Acrobat Reader. Miami Dade County-Mono Andersen Windows Select a Page Number 1234_ Product Sizes Report All sizes except,AFFW8035,AFFW804,AFFW8045,AFFW12006,AFFW1201, Arch Window AFFW1202,AFFW608,AFFW806,AFC28,AFCW28,AFFW508,AFCW26,AFFW506, 07-0905.09 AFFW606,AFFW5055,AFFW6055,AFFW8055,AFFW605,AFFW805 Awning-Vent A313 ASTM 79695.02 All sizes except,AR551,AN551,A551,AW551,AXW551,AR61,AN61,A61,AW61, AXW61,AXW31,AXW351,AXW41,AXW451,AXW51,AXW551,AXW61,A335,A3535, 06-0222,12 AP32V,AP352V,AP42V AX3251 ASTM 79681.02 Circle Top Quarter Round All Sizes 07-0820,10 Case/Awning Picture All sizes 07-0820,10 Casement-Stat All sizes 07-0820,02 Casement-Vent All Sizes except CXW15,CXW155,CXW16 07-0820,02 Circle Top Casement All sizes 07-0820,10 Monumental Quarter Round All sizes 07-0905,09 WINDOWS•000RS w,', 400 Series Tilt-Wash Double-clung Windows t-in ersen. i Table of Basic Unit Sizes Scale 1/8"a 1'-O"(1:96) Unit ion 4 l'-9 5/8' 2'-1 5/8" 2'-5 5/8" 2'-7 5/8' +2'-9 5/8" 2'-115/8' T-1 5/8"j r 3'-5 5/8' 3'-9 5/e' (549) (651) (752) (803) (854) (905) (956) (1057) (1159) Minimum 1-101/8' 2'--21/n" 2'-61/8' 2'-8 h/8' 2'-101/ 3'-0 1/8' 3'-21/8' 3'-6 1/8" 3'-101/s" Rough Opening (562) (664)+ (765) (816) (867) (917) (968) (1070) (1172) Unobstructed Glass' 15" 19" 23" • 25" • 27" • 29" 31' • 35° 39' (381) (483) (584) (635) (686) (737) . (787) (889) (991) ▪• 7W18210 1W20210 1/24210 1W26210 '1W28210 1W210210 1W30210 TW34210 7•38210 c1 ru n O ✓ .9 v o a 7v " 7n -" .ter • 11Y1832 7W2032 TW2432 1W2632 TW2832 1W21032 TW3032 1W3432 7W3832 c Cottage Style Units _ Available forthese eD " '9 ▪ •• heights,in all Contact dealer widths. • TW1838 7W2036 7/2436 7W2638 TW2836 1W21036 1/3036 1W3436 1W3836 for lead dines • v N 4 1W18310 1W20310 7W24310 TW26310 1W28310 1W210310 1W30310 7W34310 1W38310 v • a • 1642 TW2042 1W2442 TW2642 1W28442 1W21042 7W3042 1W3442 1W3842 •0 a ^ 74 M ti .. Ip C TW1848 1W2046 1W2448 1W2646 7W2846 1W21046 1W3048• 1W3446• 7W3846• 7/18410 1120410 1/24410 1W26410 TW28410 1/210410• 1W30410• 7/34410• 11Y38410•• • • 1W1852 1W2052 1W2452 1W2652 1W2852• 7W21052• 1W3052• 1W3452• 1W3852• ti v a • >14 m • in C ▪ N • 7W1858 71Y2056 1W2456 TW2656• 1W2856• 1W21056• 1W3056• 7W3456• TW3856 4 4 m e 7u "- m m " TW18510 1W20510 1W24510• 1W26510• 1W28510• TW210510• 1W30510• 1W34510• 71./38510• `s o — q 0) - co • 1W1882 1W2062 1/2462• TW2662• 1W2862• TW21062• 1W3062• 7W3462• TW3862• Updated 1/08 WINDOWS•DOORS • 400 Series Tilt-Wash Double-clung Windows t i ri ersen® hter Table of Basic Unit Sizes Continued Scale 1/8"=1'-O"(1:96) 1'-95/8" 2'-15/s", 2'-5 5/e" 2'-7 5/8" 2'-9°/8" 2'-11 5/8" 3'-15/s" 3'-5 5/8" 3'-9 5/s" Unit Dimension • (549)• (651) (752) (803) (854) (905) (956) (1057) (1159) Minimum 1'-101/8" 2'-21/s" 2'-6 1/e" 2'-8 Vs" 2'401/s" 3'-0 1/8" 3'-21/8" 3'-61/a" 3'-101/8" Rough Opening (562) (664) (765) (816) (867) (917) (968) (1070) (1172) Unobstructed Glass' • 15" 19" 23° 25° 27" 29" 31' , 35" 39" (381)• (483) (584) (635) (686) (737) (787) (889) (991) • ti LO v • gl g N o F r r• m ~ 1W1872 TW2072• TW2472• TW2672• 1W2872• TW210724 TW3072• 1W3472• 1W3872• • U U N LO co CO co v 0 • 1W1876 TW2076• TW24764 1W26764 1W2876• TW21076• TW3076• TW3476• 1W3876• • Unobstructed glass height is for singe sash only. • These units meet or exceed the following dimensions:Clear Openable Area of 5.7 sq.ft,Clear Openable Width of 20"and Clear Openable Height of 24". • Rough opening dimensions may need to be increased to allow for use of budding wraps,fleshings,sill panning,brackets,fasteners or other items. • "Unit Dimension"always refers to outside home to frame dimension. • Dimensions in parentheses are in millimeters. • When ordering,be sure to specify color desired:White,Sandtone,Terratone'or Forest Green. • 7'4 7/8'and 7'-8 7/8'height units have interior and exterior brackets.The interior brackets,located on each side of the check rail,most be flipped up for pmper product performance. • 7'4 7/8'and 7'•8 7/8"height units most be joined vertically with Andersen reinforced joining materials. M - Divided Light Patterns In addition to the Colonial grille patterns shown in the table of basic unit sizes,other standard divided light pattems are available.Visit andersenwindows.com/grilles. Compatible Specialty Windows To find compatible Circle Top,"arch and other shaped windows,see the specialty window section. Updated 1/08 Calendar for the week of 7/8/2007 Andersen. My Portfolio Where to Buy Contact Us Search: IGQI For Professionals WINDOWS•DOONS L MAIN IDEAS PRODUCTS LEARN SERVICE ABOUT ANDERSEN Home > Door > Coastal Doors > 400 Series Frenchwood®Hinged Patio Doors-Inswing;with Stormwatch®Protection 400 Series Frenchwood®Hinged Patio Doors Where to Buy -Inswing;with Stormwatch®Protection Save Product Summary Request a Catalog • NEW-Custom sizes available in 118"increments • Attractive Perma-Shield®exteriors resist the Several li spftwater and air RECEI E I • Several impact-resistant glass options help Product Index combat high wind and windbome debris • Frame and panel reinforcements add stability ti. ` �X02.fl 9 during high-wind pressure shifts ■ • Solid wood construction • Choice of rich oak,maple or pine interior • Hardware available in seven styles and ten finishes • Multi-point lock seals door shut at top middle and bottom • Variety of grille patterns and styles View more images • Opens inward saving room on balconies,small decks and patios Base Price:$1,941 What's in the price? Size: 3'0-1/8"W x 6'7-1/2"H View more sizes,prices and configure your door CONFIGURE&SAVE Options&Accessories Sizes&Shapes Performance Combinations Installation&Warranty For Professionals _,Printer friendly version 1. 7 This product meets stringent ENERGY STAR®performance requirements-protecting the environment and your wallet. Energy Rating Structural Performance The National Fenestration Rating Council® (NFRC)is a non-profit organization that provides fair,accurate and credible energy performance ratings for windows and doors. Sound Performance irt. Glass Performance Andersen Testing Safety High- Performance Monolithic Impact Low-E4 Impact Resistant Glass Resistant Glass HP Sun Clear Tinted U-Factor 0.33 0.34 N/A N/A Frenchwood®Hinged Patio Door-Inswing with SHGC 0.25 0.15 N/A N/A Stormwatch®Protection 72"W x 82"H VT 0.40 0.22 N/A N/A "Yl View all Andersen coastal window and door NFRC ratings(PDF) }Exterior of glass only,when activated by sunlight A study of identical homes comparing Low-E to ordinary dual-pane glass showed a 25%savings on cooling bills,10%on heating Savings may vary geographically. Appropriate selection of Andersen windows,doors,and accessones which conform to all applicable laws,ordinances,building codes and safety requirements is the sole responsibility of the architect,building owner and/or contractor-Check with your local Andersen supplier and building code officials for specific information. The product information available on this website is not.and is not intended to be complete Be sure to venfy with your architect or contractor that the windows,patio doors and accessories you select are suitable for your protect.Your local Andersen dealer can then confirm availability and actual paces Individual computer and monitor settings may prevent exact product color and hardware finish duplication Please see your Andersen dealer for exact color and finish samples Catalog Request Dealer Tools Privacy&Legal Link To Andersen Product Index Environmental Principles uaienaar for me week or iihrluu I I) wAndersen.vim., My Portfolio Where to Buy Contact Us Search: I0O1 For Professionals 1 MAIN IDEAS PBCC'JCT3 LEARN SERVICE ABOUT ANDERSEN Home >Window>Double-Hung Windows>400 Series Tilt-Wash Double-Hung Windows --- 400 Series Tilt-Wash Double-Hung Windows Where to Buy Save Product Summary • High-Performance.Low-E4®glass stays Request a Catalog cleaner and reduces water spottingt • Nearly-invisible TruScene®insect screen • optional • Traditional style Product Index I • Rich natural wood interior • Attractive low-maintenance exteriors • Convenient litt-in cleaning illi This product is available with • Variety of grilles and Insect screen options Stormwatch®protection • Pine interiors available with factory-applied white 1.3 finish jai I Base Price:$395 What's in the price' View more images Size: 3'1-518"W x 4'8-7/8"H View more sizes,prices and configure your window CONFIGURE&SAVE Options&Accessones Sizes&Shapes Performance Combinations installation&Warrar t�ty For Professionals Li Punter friendly version Stormmt _- Egress&Opening •"<;;< �'., • Specifications This option is not available with 200 Series products.To view products with StormWatclr®protection please look for 400 series products. Architectural Details &Product The following coastal product tools will assist you in the design and installation of Andersen®products Applications with Stormwatch®protection. Basic Unit&Rough Coastal Product Tools Opening Details Joining Details Get a design Pressure Estimate • CAD Symbols Get a design pressure estimage by entering the required building information,wind speed, Coastal Product governing regulation and window opening sizes. DP Estimator Tools . CSI Specifications Find the Right Impact Products Get a list of products with Stormwatchrm protection that meet your design pressure requirements. Impact Product Finder Find the Test Documents You Need Review,print,or save test reports,anchorage documentation and performance reports.Test Document Finder See our StormWatch Products in Action d Impact Video gr Watch as we aim a 9 pound 2x4 at 35 mph at an Andersen patio door • • iii.1 Pressure Video See how the impacted Andersen patio door holds up to • storm force wind pressure. 1 Water Video Watch an Andersen casement window stand up to simulated storm force rain rt, Structural Video � iWitness the strength of an Andersen patio door as simulated storm force wind pressure bows the glass to I � ns structural bran Looking for tools and resources to help you sell and install Andersen Windows&Doors? Visit our sites for professionals: Architect or Designer Builder Remodeler Circle of Excellence Dealer tExienor of glass only when acsvated by sunlight A study ofldenbcal homes companlg Low-E to ordinary dual-pane glass showed a 25%savings on cooling bills 10%on healing savngs may vary geographically Appropriate selection of Andersen windows.doors,and accvssones which conform to all appocase laws ordinances budding codes and safety requirements is the sole responsibdrry of the architect.budding owner and/or contractor Check with your local Andersen suppler and building code offlclals for specific informa0on Calendar tor the weeK of 1/8/20U/ The product information available on Nis website is net and is not intended to oe complete Be sure to venty wrth your architect or contractor that the windows patio doors and accessones you select are sortable for your prefect Your local Andersen dealer can then confirm availability and actual prices Individual computer and monitor setdngs may prevent exact product color and hardware Crush duplicason Please sae your Andersen dealer for exact color and finish samples • Catalog Request Dealer Tools Privacy&Legal Link To Andersen Product Index Environmental Principles • d o CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEE DATE ISSUED: 12/23/2008 PERMIT#: 070497 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 10 EIGHTH ST OWNER NAME RYAN BUILDERS OF SAVANNAH INC ADDRESS PO BOX 13126 CITY,ST,ZIP SAVANNAH GA 31416-0126 PHONE NUMBER 912-352-8035 CONTRACTOR NAME RYAN BUILDERS OF SAVANNAH INC ADDRESS PO BOX 13126 CITY STATE ZIP SAVANNAH GA 31416-0126 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3186 OCCUPANCY TYPE P TOTAL FEES CHARGED $8,243.00 \ PROPERTY IDENTIFICATION# G PROJECT VALUATION $500,000.00 t REINSPECT FEE—FINAL ELEC. TOTAL BALANCE DUE: $ 30.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: (C2L-j . P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org I I 4 r L.,/, F . • FI ;., ..,,e, . .,..S.:',..: 'RE PA Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No ____ - -9 -7 Date Requested C I 044 _0 Ci Owner's Name Date Needed f' (� - - cD 9 Gen. Contractor '- V 00 7:31815-te Subcontractor f . Contact N umber A , 1,1.j 2 7 2 ' 3 7o Location ______j 0 t---- ' I i Inspector _ II Date of Inspection / NCA f Type of Inspection 4? .r-, 5� P 64 `. moo P.\ ec . ` - 3 7:I-Do ) Pass El C QpSS Fail EN:j 0*. i�''- tt ,! �- 1� . - T „ -F,A. e_.•-'00 i L)i r...) `A 1 1 — 1 47)' li1 U"'-:. I-6 of/11 c.... ( � �n,.. �1 ��!_ c,o u lD-'�j ( / v i 4,0,\.... ,.._______ ___ ______ . _ _, .. _ _____ ___ _ _ Calendar for me week of //tS%zuu/ Andersen.dersen. My Portfolio Where to Buy Contact Us Search: GO For Professionals wtnoows.00ass 1._i MAIN IDEAS PRODUCTS LEARN SERVICE ABOUT ANDERSEN Home > Door > Coastal Doors > 400 Series Frenchwood®Gliding Patio Doors with Stormwatch®Protection 400 Series Frenchwood®Gliding Patio Doors Where to Buy with Stormwatch®Protection Save Product Summary Request a Catalog • NEW-Custom sizes available in 1/8"increments • Attractive Perma-Shield®exteriors resist the effects of salt water and air • Several impact-resistant glass options help Product Index combat high wind and windbome debris • Frame and panel reinforcements add stability Ergit t • during high-wind pressure Shifts • Solid wood construction --- • • Choice of rich oak,maple or pine interior • Hardware available in seven styles and ten ---__.._--_---_- _---. finishes View more images • Reach-out lock pulls panel tight against frame • Variety of grille patterns and styles Base Price:$2,672 What's in the price? Size: 5'11-1/4"W x 6'7-1/2"H View more sizes,prices and configure your door CONFIGURE&SAVE Options&Accessories Sizes&Shapes Performance Combinations Installation&Warranty For Professionals . ,Printer friendly version r1 This product meets stringent ENERGY STAR®performance requirements-protecting the dm environment and your wallet. Energy Rating Structural Performance The National Fenestration Rating Councils (NFRC)is a non-profit organization that provides fair,accurate and credible energy performance ratings for windows and doors. Sound Performance 3irr; Glass Performance Andersen Testing Safety High- Performance Monolithic Impact Low-E4 Impact Resistant Glass Resistant Glass HP Sun Clear Tinted • U-Factor 0.34 0.34 0.70 0.70 Frenchwood®Gliding Patio Door with Stormwatch® SHGC 0.27 0.17 0.45 0.35 • Protection 72"W x 82"H VT 0.44 0.24 0.33 0.27 73 View all Andersen coastal window and door NFRC ratings(PDF) tExterior of glass only,when activated by sunlight A study of identical homes comparing Low-E to ordinary dual-pane glass showed a 25%savings on cooling bits.10%on heating. Savings may vary geographically Appropriate selection of Andersen windows,doors.and accessories which conform to all applicable laws,ordinances.building codes and safety requirements is the sole responsibility of the architect,building owner and/or contractor.Check with your local Andersen supplier and building code officials for specific information The product information available on this website is not,and is not intended to be complete Be sure to verify with your architect or contractor that the windows,patio doors and accessories you select are suitable for your project.Your local Andersen dealer can then confirm availability and actual prices Individual computer and monitor settings may prevent exact product color and hardware finish duplication.Please see your Andersen dealer for exact color and finish samples Catalog Request Dealer Tools Privacy&Legal Link To Andersen Product Index Environmental Principles Calendar for the week of 7/8/2007 AIde en. My Portfolio Where to Buy Contact Us Search: Q For Professionals MAIN IDEAS PRCDGC`5 LEARN SERVICE ABOUT ANDERSEN Home>Window>Double-Hung Windows>400 Series Woodwdght®Double-Hung Windows r' --- -- 400 Series Woodwright®Double-Hung Windows Where to Buy Save Product Summary Request a Catalog High-Performance.Low-E4®glass stays cleaner and reduces water spottingt Nearly-invisible TruScene®insect screen optional Product Index Custom sizes available in 1/8"increments Classic traditional style Fine milling detail Rich natural wood interior Attractive low-maintenance exteriors Convenient tilt-in cleaning Variety Mollies and insect screen options FSC Chain-of-Custody Certified(PDF) View more images Base Price:$484 What's in the pncev Size: 3'1-5/8"W x 4'8.7/8"H Yew more sizes,prices and configure your window CONFIGURE&SAVE Options&Accessories Sizes&Shapes Performance Combinations Installation&Warranty For Professionals Energy Rating Recycle Content Structural Performance Sound Performance Glass Performance Altitude Testing Andersen Testing Safety Calendar for the week of 7/8/2007 2 Printer fnendly version Energy Rating g This product rated,certified,and labeled by National Fenestration Rating Council®(NFRC)-a non-profit organization that provides fair,accurate and credible energy performance ratings for windows and doors. r1 This product meets stringent energy efficiency guidelines net by the U.S.Environmental Agency and the U.S.Departrnent of Energy.These guidelines are based on the heat gain [f and loss of each product in various regions of the country. • Northern CV . ❑ North/Central(NC) Hcat nq C Cooing L L 'ti ® South/Central(SC) Hosting �PI • Southern IS) l.taory Cool r-; -, 5i Alternative ' Criteria Allowed 400 Series Woodwright®Full-Frame Double-Hung Window Size=47"x59" MIMI E Glass Type U-Factor 5HGC VT HP Low-E4® 0.30 0.31 0.53 • N NC SC S HP Low-E4 with Grilles 0.31 0.28 0.47 • t: NC SC S HP Low-E4 Sun 0.30 0.19 0.29 •NC SC k5 HP Low-E4 Sun with Grilles 0.31 0.17 0.28 ®t!0 • HP Low-E4 SmartSunm 0.29 020 0.47 • `A• N NC HP Low-E4 SmartSun with Grilles 0.30 0.18 0.42 inc lI• ",View all Andersen window and door NFRC ratings(PDF) "High-Performance'"Low-E4®'(HP Low-E4),"High-Pertomtance".Low-E4®SmartSunTM"(HP Low-E4 SrnartSani and"High-PerrormanceTM Low-E48)Sun'(HP Low-E4 Sun)are Andersen trademarks for"Low-E" glass- NFRC ratings are based on modeling by a thud party agency and validated by an independent test lab in compliance with NFRC program and procedure requirements This data is accurate as of November 4,2008 Due to ongoing product changes,updated test results.or new industry standards or requirements.this data may change over time.Ratings are for sizes specified by NFRC for testing and certification Ratings may vary depending on use of tempered glass,different guile options,glass for high altitudes.etc tEx terror of glass only when activated by sunlight A study of identical homes companng Low-E to ordinary dual-pane glass showed a 25°a savings on cooling bills,10%on healing Savings may vary geographically Appropnate selection of Andersen windows doors.and accessones which conform to all applicable laws ordinances.building codes and safety requirements is the sole responsibility of the architect building owner andlor contractor Check with your local Andersen nuoolier and balding code officials for speedo infornaban 1 The product rnformafon available on this websde is not and is not intended to be complete Be sure to verb wall your architect or contractor slat the windows papa doors and accessones you select are sortable for your protect Your local Andersen dealer an then confirm availability and actual prices indrvrduel computer and monitor settings may prevent exact product color and hardware finish dupliabon Please see your Andersen dealer for exact color and fin.samples Catalog Request Dealer Tools Privacy&Legal Link To Andersen Product Index Environmental Principles Calendar for the week of 7/8/2007 r11 Neil. My Portfolio Where to Buy Contact Us Search: For Professionals 90.1,0113•OOO.1 MAIN IDEAS OROL:JGTS LEARN SERVICE ABOUT ANDERSEN Home>Window>Double-Hung Windows>200 Series Tilt-Wash Double-Hung W ndows 200 Series Titt-Wash Double-Hung Windows Where to Buy Save Product Summary • Rich natural wood interior Request a Catalog • Attractive low-maintenance exteriors • Larger glass area lets in more light • Low-E or dual-pane insulating glass • Pine interiors available with factoryappied white Product Index finish • FSC Chain-of-Custody Certified(PDF) • • • Base Price:$278 What's in the once'? Size: 2'11-1/2"Wx4'8-112'H Yew more sizes,prices and configure your window •------ - - - CONFIGURE&SAVE View more Images Options&Accessories Sizes&Shapes Performance Combinations Installation&Wananty For Professionals LI Printer friendly version • Energy Rating Energy Rating ,� Lul This product rated,certified,and labeled by National Fenestration Rating Recycled Content C- Council®(NFRC)-a non-profit organization that provides fair,accurate and credible Structural energy performance ratings for windows and doors. Performance Sound Performance •_▪_- _ Altitude Testing dra This product meets stringent energy efficiency guidelines net by the U.S.Environmental Andersen Testing Agency and the U.S.Department of Energy.These guidelines are based on the heat gain Safety and loss of each product in various regions of the country. I Northern(N) ( ❑ North/Central(NC) ( tie�tnrt S Real.^.f_ 2 ` Sou„ th/Central(SC) - .ins&- -'.ri:, t MI Southern(S) Alternative * Criteria Allowed 200 Series Tilt-Wash Double-Hung Window Size=47”x 59" MIME Q Glass Type U-Factor SHGC VT Clear Dual Pane 0.47 0.60 0.63 — Clear Dual Pane with Grilles 0.47 0.54 0.56 — Low-E 0.30 0.32 0.55 •re■• Low-E with Grilles 0.30 0.29 0A9 • •• View all Andersen window and door NFRC ratings(PDF) NFRC ratings are based on modeling by a third party agency and validated by an Independent lest lab in compliance with NFRC program and procedure requirements This data is accurate as of November 4,2008 Due to ongoing product changes,updated test results or new industry standards or requirements,this data may change over bme.Ratings are for sizes specified by NFRC for testing and certification Ratings may vary depending on use of tempered glass different grille options,glass for high altitudes,etc }Frierior of glass only when achvated by sunlight A study of identical homes comparing Low-E to ordinary dual-pane glass showed a 2540 savings on cooling bills 10%on heating m Savings may vary geographically Appropriate selection of Andersen windows doors and accessories which conform to at applicable laws ordinances building codes and safety requirements is the sole responsibairy of the architect.building owner and/or contractor Check with sour local Andersen suppler and building code oftoals for spepfic information The product information available on this websile is not and is not intended to be complete Be sure to venfy with your architect or contractor that Ire windows peso doors and aaessones you select are suitable for your protect.Your local Andersen dealer can then confirm availability and actual pnces Individual computer and monitor settings may prevent exact product color and hardware finish dupbcabpn Please see your Andersen dealer for exact pbbr and finish samples • Catalog Request Dealer Tools Privacy&Legal Link To Andersen Product Index Environmental Principles \ • .::-i:..,. : ++TT Inspection Report city of Tybee Island 403 Butler Ave. P.O. Box 27491 ! A 'd' s J Tybee Island, GA 31328 iC'h �.e ICE i Phone: (912) 786--4573 ext. 114 (nr\ . -F'A 0 Fax: (912) 786-9539 fPermit No. _2:___.J- ( 1_ T__7..1'_. Date Requested 2_ - ( -2 - 0 r Owner's Name Date Needed 12 _ 23 - 0' Gen. ContractorTti Q n B(d- F..' • Subcontractor Contact Number A ; �.'_, 0,,,,-, 1 272 ~ 3- Location _________L0 :'. ) g1L _'�'� Inspector ''71 _— Date of Inspection /71D/06 1 Type of Inspection _________ ailk ', 0 cx P_ P_ r . ti e Jr' , c`�" - 1- !q ", Pass 0 I ^� /� I -�; U' 1 )k- «,-P-.I p i& r .� , (2�CT p E i C i c. r-z. I !j � )1 c.. Gf l y'f^, �r_ Z'-c�Z (>T% l-�7- > L,0(OZ_. r Fail• NBC ZroS -:.►0 , a 1 .r,o'\ ry,_s_ % k . ,i- e',,-,5 c.o.!c4-d -- -p6) f-,:i::-.) Q —±— -4— , n 0 ). 1 uM , ,- _ r e�rawf2e , -- 7--, *5 .. '� t QPSS --V- OS.-- _-.J‘• 17 ) .,:_. • , c : __•. , _ . , e /eAs, C e4 , ... s .....%,) C ki...:.)1()A- ''i.- • • 41:::: Ac.-- cjio'•,-cie C Qf . inspection Report ID! -43 i CI City of Tybee Island 403 Butler Ave. /V\ o P.O. 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' -i.• .47/ -,r, 6 i peyit ,--1-1.)cc: --,2'4---6") ' ,t, -.., t....Ce14( 4;7;I ''31"" ----e. -P:i 0c)if: /7 j,..)/C, 1310-1 ) I 1 ' tAl< 1r I i., ( -ve..,+1 r- ,C) - '1411 '1 ---t— ... 6 1 I izr I .1•161.VLI,,,,,c14° r 1 1 Z>TE,tjja-li-e13'-'11(>‘3 (1:6 1 ;K (i lc. .4.10 Oabit16) 1., i tNIL 1 rTh, I ; \ 1 4, i rr? . ± e -0/191"Zi 0\://,'"tfitAPe3C-hfri)‘ j. jaii.,,:, d Tr-,,,,ib , . •i.- ,• - .,T. •%., • ,, __.e. .. ._.. ., ; .,':'-,,-• ....•,7• .„.... Inspection Report City of Tybee Island 403 Bu tier Ave,. P.O. Box 2749 Tvbee Island. GA 31328 Phone: (912) 786-4573 ext. 114 FaX: (912) 786-9510 Permit No: ( 29 - U Li- t 1 Date Requested 0 gl- 1 3-0 ? Owner's Name Date. Needed r) - / 4- 0y- Gen. ContractorV.00 n D d v-c, subcontractor Contact Number AR : 1‹. 0 -1)0a \ 2 -72 Location I 0 H «-1 kLi---k S4-. , — _a__ ' Inspector 17_L 1T-T6 Date of Inspection / 7 ,C" . , Type of Inspection L 1 0 2 ......_1 . 5 a 1/-, ) -1-e ry, , . ,.,-..,,.....,5---- Pass / Fail : 1 0 diE471-4-.F 1,4)(fze -iou--1-7/71b vu, --,3),)& tA) r---, f-t( . K7-,A6t- -- cAfse,a_u,b v\-) itrioriz-lc._ .... h , ) . ,, 7 *************** -COMM. RNAL- ******************* DATE AUG-14-20 **** TIME 09:39 ******** MODE = MEMORY TRANSMISSION START=AUG-14 09:38 END=AUG-14 09:39 FILE NO.=699 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABER NO. 001 OK a 3062646 001/001 00:01:05 -CITY OF TYBEE ISL. - ************************************ -CITY OF TYBEE - ***** - 912 786 9539- ********* 01116 +Nil dlisit 'N. io �_ J, RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan�9 Phone 912- r 0�, 3D�-2toyb ' . 262s- on -04T) Location Address: ' 0 '1 - 4, Lot# Release Date:g../4-0g'..1'4-o t Type of Release: Temporary V/PeY magic bd Name: Electrician: All L. 'S---1 o art Electrician Phone Number; 313 j..54 tin owner/Builder: 7 I C T-5 Phone Number: 272-5S7 14 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: F ik4N -..iirtiol 41-gal RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 93537 Phone 912 3' 3 0(o-2 co ySo 306-ZRor C'a+k/ 34- 2',2S On - 04T) ) Location Address: J 0 4" ' s:, Lot# Release Date: g,14-C7 F Type of Release: Temporary /Pe'rmanrent o Subd Name: Electrician: /14 L "---1 o a rZ Electrician Phone Number: 3(3� s4 aC c.- OwnerBuilder: Y an h d T-s Phone Number: 2 7 2-5Y 4 Z 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: - ., . L) n '--...-/ iiks.,- • -, ', ., . .. Inspection Report City ot Tybee Island 403 Butler Ave. P.0 Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 fax: (912) 786-9539 Permit 441-.•,,. (.' ) i —0 ".--t 9 -7 Date Requested (--- Owner's Name Date Needed L..14 - 3 D- ---------------- ,----, ...-ien. Cc-nar to v r■ / Of 1,--• 1----)10. r S. . Subcontractor -T- Cc ntact Numbev /(1, <a) , 4 , 1 location 1 ,,„--„,.\ i-- • \ __I k___,__ 1--- . c--li'ms-4-, .e:::::;.(_- 1T-/ . / ___ _ __. ._, ,..). Inspector Datf... of Inspectioo Type of Inspection _. _eNss' - r4- r-&-' - — 455 i Pass Fail _i_eNs,3 I - f i j / i \ -, i \ ii.e■ 1 z■j.,/:;)4,..e t)tf7.,--- u;)!P.1:4:7,)!A J (.2 01\_)A) , / /,s) ■ , t- .1 ... .. , 1 .. ;')'1!, ii-___) ',-..,,•?..Ify,4, ..:. ',.) -:',144r: , j —,..s.. , -?.- .....: inspection Report city ot Tybee Island 403 Butler Ave. P.O. Box 2149 . Tyi-st_,_e Island, GA 31328 Phone; (912) 786-4573 ext. 114 V-13.w.: (912) 786-9539 ■ 1 ''.--)/-1 ---,Li. (7 ---) ,-) i- ic2 0 ppirmitmo„. (. ..„ - ( i , Date Requristed (-)-7- - I :',.*) "" U nwrier'1,7,-, i17,1:-.1-ge . Date Needed _ (--) 4 — 21 -oS--"- ..,, __,, , , G.p..., Crf ratractor h. (.,/(..;.(r1 tpr( (tr 5• Subcontractor _ i A • {, i CO tfi.7)(71: N urn Der A.ri k , . ,---n-C7 at Location Q ) f I ,---- - f , 0 k-44--\ ,S7-11- . —2-/-- / , i/1 Ta9.1ertor____ ".7/."--)1 ___,_ Date of Inspection y/27/4)6 R V6,9 Type of Inspection I —7--, > 1 c ( v i\ --\--.', 5d4. r, ianstc.-ztinc4 , -- Fail 1 1 ) iLE.7/l7EirinA \ ‘ r I / 1 i'''. r ) ,,i ,,,,—,), is 0 Pitt— o , -- 7A-k \ - -1 1 Z,,.:.......... „,,...- .....'''. c._...." 1 .51-2c. I I—1-7— ' \r4' 1 •15'''1 litCH5's" ()1 I ...—..Z., 1`,..) I i • ,.I --e -..... L...., d i — , —'( -1 ! > F f(I'L 4•PI r .t- - - 0 --' • 0 b (0,'s) _..r:42,4 -,, N)ri,:,\,.214Z1,...Z ,....1, i .,,.,. ...s. , t.. ,•.,:,4.'4:‘6,,-,. 1 .;';' •- • -.'e, :. •,::::.•-•- -•-•:\ • inspection Report City of Tybee Island 403 Butler Ave. P.O. BOX 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit .No, 09 - 9 1 Date Requested 0 Li - I I - OF Owner's Name Date Needed (r) ------------------ Gen. Co ntracto;I v()r\ T3 I ci r 5 . Subcontractor ---__ --... Contaf:t 1,4 limber M , 4"..e, J a\ 2_ 12 ---S--) D L Location a .- IP\r■ 4-N ' .. . I / / -d-- Inspector — Date of inspecon - q1 rg— Type of Inspection ( . _ M ) -- Pl- c__") I 5 rm.., Fail '; k 011. .---t • (7' \--, (\e\-a c- t• . \...) / , ....... 1 .., ... /1 1 ,.. ---., b 1 -2-. --71 C.--4 -;-.' ‘..) S Lc f,30rEf---- viz c_.-2_00 (0 1 e,z_3(0 i-2--: , c 4- ( re 4; (Jrs") --N b :--, ; 0 ._.) .-\ r- -- 1 J vv-, r) i r - f e 1 f N s e ( rc, . —I L_ }.EE® ,0 '''404onoet CITY OF TYBEE ISLAND WATER METER PICKUP DATE ISSUED: 04/03/08 PERMIT#: 070497 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 10 EIGHTH ST OWNER NAME RYAN BUILDERS OF SAVANAH INC ADDRESS PO BOX 13126 CITY,ST,ZIP SAVANNAH GA 31416 PHONE NUMBER 912-352-8035 CONTRACTOR NAME RYAN BUILDERS OF SAVANAH INC ADDRESS PO BOX 13126 CITY STATE ZIP SAVANNAH GA 31416 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3186 OCCUPANCY TYPE P TOTAL FEES CHARGED $8,213.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $500,000.00 ONE WATER METER(3/4-INCH) TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: A ■_-40! ii P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org - ---- (,-----,) I. I / . -:.':••t.'#,, . . . :, j':,:.• .: •• .., Ins0ction Report City of Tybee Island 403 Butler Ave. PO. Ftox 2749 Tybee Isleind, GA 31328 . Phone: (912) 786-.4573 ext. 114 Fax: (912) 786-9539 Permit Tv]f-F - Date Reci..EJested. __O 1-1 - 0 I -CD F Owner's Pi a;TO P Date Needed Subcontractor .I_a. __. , Qrs. -Pi , Contact limo/319er '----2),.., '30_,.. (. 05-E— 191 / 1 . Location I Inspector --- /g Date of Inspection 08 1 Type of Inspection \ 0 L..) q '--N J wit i il flt .....) _72/44 1 Pass / t, ..----- I., 71 r,....=A Fiii»,5Fi rili)006. -,7413/6 0A3-5 1. -za;s6 aidiel '. Fail [7 u -0 ---ro73s 731 1-r-defe-&- i ri6k57-z-s )• 1 4 1 , 1 i-014 / i 07262v • 0 U • ._. . ,:•.'' -I=•,-•,,,. .'- -.:i.•,• ••-•:, . . .. irtspectson Report • CitylATybee Islan4 ' 4.03 Butler Ave. 1 P.O. tilo.r. 2.14 • tybee hid„ GA 31328 Phofte: (912) 786-4573 ext. 114 Fax: (QV) 186-9s39 ! . , Perm N n. Req;147steli 0 wne.r''5 N arrie Date Needed c,. - D - Q Gen. R. SUbco ntracto r _ CD fritar,t Mtftyl her Locaktoo IC) — i 0\Th4k ..jc. . • Trig,perir31. "7 1 q .nate of inspection Typ-J?. of InspectOisa Oa 41 1----,-)a-Lirex r---, . . - Pass . ,-• - -. Fait a i i \,...., ! .-,-,7 0 L L.1300 , 1 / '4 • .. 4. inspection Report city of Tyhee Island 403 Butler Ave. P=0. Box 7749 Tybee Island, GA 31328 Phone: (912) 786-473 ext. 114 Fax (912) 786-9539 Ppvt-rot No, 0 -7- 0 7 -2 Date eq!Jested Of - 02 - DR Owners Name Date Needed - - g- Gen_ Contractor /60 t" 2/(-71;7' Subcontractor • Contact N umber \ Q 2 - 0/70 Location k n -L-k Inspector Date of Inspection y` -) Type of Inspection .4) Pass Fail )?? *************** -COMM. RNAL- ******************* DATE JAN-03-20r **** TIME 12:03 ******** MODE = MEMORY TRANSMISSION START=JAN-03 12:02 END=JAN-03 12:03 FILE NO.=641 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 3062646 001/001 00:01:05 -CITY OF TYBEE ISL. - ************************************ -CITY OF TYBEE - ***** - 912 786 9539- ********* I ` -1t4 RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan 9 -37 Phone 912-443-5063 Q'1-o3 .-- Location Address: (30`7 -a nu.S Av e • Lot# - Release Date:1 3-0 g .f o 1,i cs- Type of Release: .Temporary /-freyAr Permanent Subd Name: Electrician:_f \. L• _ I O c,r- [Qc, . Electrician Phone Number: 31 3 5 Li 2 c. Owner/Builder: T,..,_ el ah Phone Number: 2 3 co-2.5-J _ (Di_ c7'� l Location Address: j 3 '4-1-- S4-. Lot# Release Date: I -33•d g saw-,role., Type of Release: ✓ Temporary Permanent Subd Name: Electrician:. L. j(o ,�.-� Ve.c.. Electrician Phone Number: 313 S 42 5 Owner/Builderclyit,.. �j( a r s . Phone Number: 2. 72-3-)v. Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: _ Phone Number: Inspection Report citv of Tybee Island 403 Butler Ave. PM. Box )749 Tybee Island, GA 31328 Phone: (911) 786-4573 ext. 114 Fax: (912) 185-9539 Peri»it 017 Date Requested j 2 1 F- Owner's Mame Date Needed - ( 9- o7 Gon_ Co ntracto r`` . fr)._, rS Subcontractor — Contact Number , K0 2 -7 2- - -7 0 LI r Location __ L 1 3 ., Inspector Date of Inspection n 'q Type of Inspection Pass Fail t'' - . F. .- .. ,i.S1,.... .....z,. :,--/.•, ••--. •.-;„; ' '..„').-- •:-....i., tol Inspection Report City ot Ty bee 11 403 Butler Aver.. P-,i1-1.'., Rox ?14 Tvbee hti. GA 31328 , Phoilez (912) 786-4573 ext., 1-14 Fax:: : -112) 7116,--Ti30 I ---, -.1-1,-442, RF--..q-1-v --=.5.;';-.eil 1 ,---,/ - ------ ,- 4Th r,. rLirl rl t r i347 k,9 r 4 ,,j a r., .).1.(A„ r ...... 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" -'' .. - '--=. .. k .. „ ..", ,../..-,-,' 1( „1.„ ,• ...„1. ---:”' . .1<:-.• • , ,, r \ _ . 1 ,, i,.. ,y•': ; .' - e ' k. ,.-.'4 ,',i ".. ,..,. . i, . -T.7.4- ..... i...t. ), ...,,,.. ., - • . ‘ - CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT sic,•.EE ni O 0— . 0491 �0,'. Locatio9 8+1() a-4 ee *5 PIN# 14-- a ' 2 D-002 NAME ADDRESS TELEPHONE R bu-i tde 5 (DIL©5 h+'Co n 51r +- # , 14- owner Q.Vanw-h, Inc- .5Ci�X,1nIrOn, C'in 3iy-CS c}I:.e,aflgb35 of Architect p•O. )( 1 q--1 or Engineer Diye`C'wi it'ct Ian 1 bye 151Ct,in�l,C--i� E►3;g' (3),2 7g , `7 `P5 Building dt-itC 5 la 05 aloe rumn 51i- A:I-dog Contractor 0c S .vC ..h,InC. cWO h, CIA .31 ci da o 35 ,e 8 0 5 (Check all that apply) ❑ Repair FqrResidential ❑ Footprint Changes ❑ Renovation v'Single Family I , Discovery ❑ Minor Addition ❑ Duplex U Demolition ❑ Substantial Addition ❑ Multi-Family ❑✓Other Nei;CCV)3-I`aKCi t\ ❑ Commercial j flCJ� ' 1Lrn' � 1 �I 5 I�C�LL 00115 Y�C i�)( 1'1 Details of Pro'ect: f J Estimated Cost of Construction: $ 3( Q Construction Type I )3 (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel &Masonry (3) Brick Veneer,„ r Proposed use: i'(y3) -fQr 1, v.Sl(tors_ 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 1 #Bedrooms LI- #Bathrooms 5 Lot Area L-,'jDD Living space(total sq. ft.) IB(Q # Off-street parking spaces 4- Trees located&listed on site plan '9e9A Access: B eet- Drivewayap y v 0 (ft.) With culvert? _j,()e_ With swale? NOfl Setbacks: Front 6 Rear 10 Sides (L) 10 (R) 10 # Stories 3 Height 35-f+ 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 TOMS der1S On-site waste and debris containers will be provided by 5`qcu (e wasie Construction debris will be disposed by slicing-4m by 1neans of n s ( Vw15te I understand that I must comply with zoning, flood damage control,building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. I � Date: q B J Ori //9•Signature of Applicant:,/r. 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 j- Date FEES Zoning Administrator Permit J2 O. Code Enforcement 0 - q_25-nog Inspections /7. -� Water/Sewer Water Tap .5-50. r Storm/Drainage j/ �� /ly Sewer Stub 55 7. -- Inspections „AL*,L*, Aid to Const. 3/n. -- City Manager de-4- 200®•� a5"0. d..K# I<117 Z �oSO.'..-- Devoes e d /► /2oa7 TOTAL. '7 63.E 1-Dsa:map- e4.J 22S 09/11/2007 07: 35 9127864767 MIKE DEAL PAGE 04 CITY OF TYBEE ISLAND BUILDING& ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786-4573 FAX (912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: LCA 5) h aftet, Tpee Owner's Name: RiClaililki Y Of' 5rAvawah, I c Address: B Ek) t (C�et, 19br I32nCi, R1315_212 Contractor's Name: ! t 1 . !mil', fo, •111:1 This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters,etc, are not permitted below the required finished floor elevation. By accepting the building permit, I (owner/contractor) agree to construct/place the equipment above or up to the required finished floor elevation,which is stated below. IT -r± BFE Acknowledged and agreed to this 15lb 15l day of_per ( , 20 o 1 /;71": Owne /Contractor Signature i to I ► t it✓t1�EtSO'SC��1,1t1C . Owner/Contractor Prin -d Name 09/11/2007 07:35 9127864757 MIKE DEAL PAGE 05 STATE ENERGY CODE AFF'IDAVlT Location of Work: lab- 4) J - a'4 Owner's Name: da5 C —� u w , Contractor's Name: t t/ 1 At This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2000 Edition. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2000 Edition. It is understood and agreed by the undersigned owner of agent and contractor(if applicable)that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. Ow,er's Signature Date • bar Owner's Printe •arne 7A, 1 ► l cq Contract.is Signature " Date Contractor's •Tinted ame 09/11/2007 07:35 9127864787 MIKE DEAL. PAGE 06 .--P6-N3 " PERMIT FOR INFRASTRUCTURE ALTERATIONS 0%-cOtk\\''' ,. Location of Work: 1...01-51?-) Tic) 3\1( ;A - Owner's Name: • i $ !. : l &raft -I_ .S0\1∎ �OC Address: b. *� �--1 � 13\r ,EEL6 ��.o 8 Contractor's Name: L $ A _ NOTE: Any alteration to City owned streets, curbs, sidewalks,waterlines,sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure,requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration,that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c_ The City will inspect the work in process and upon completion_ d. The work will be accomplished to the City's satisfaction, e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration,and agrees to fully comply with such provisions. Description of alteration: N I A _M _... -_ A sketch or drawing must be attached illustrating the planned alteration. Attached? Cit Des't,, andards and S•ecificat:s,is: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration,or to an improved condition,as determined by the City. Certification: I hereby acknowledge the above requirements,and certify that I will perform the above described alteration 'n accordance with these provisions. �--- - q J b� ' Date "wn= 's Signature M- , CI Ilk'), `iS Owner's Printed . ame. , � .e G . C `1 _________ „Ontract Date i\iflc..._d .4 A. 'SJ 1 ..J ►5 Contractor's Print + Name APPROVAL Zoning_..... -- Date ___. Building/Code , , Dare Water/Sewer Date rv.�� . , .. - — Date Drainage ._. 09/11/2007 07:35 9127864767 MIKE DEAL PAGE 07 CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: _Lc±L ' { TA k Owner's Name: i A. _OU.l d 3 31_ I IC Address; B Cj �C T(� f �7 3E3 Contractor's Name: H I . _lo n� This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures.A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner/contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. If G Q iwn= 's Signature Date \l� . Ca a 1.1 • Owner's Printed - ame Contrae or's Signature Date • 1 a i.J 1 Oki Contractor's Pri ted as Witness's Signature Date Witness's Printed Name x9/11/2067 67:35 91278647;7 MIKE DEAL PAGE 08 CITY OF TYKE ISLAND SUBCONTRACTOR LIST Location of Work: i 5 ii ■ Owner's Name: - AI ." 3av 1 Address: & i` )3t 0 Can 3) Contractor's Name: .1.I 1 wi . 1 A , SC List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. L Company 1 ;Y 1 " 1 •$ - (Ii Business Type A/11\0 Address 1&11fr I llL nci't cyDj.Sk' License Number iIf3 L4:77 Contact Person ,l 111/ AS Phone Number � - `p`](pL{ 2_ Company �� „PIb14 Business Type , r Address •1k fir. r,. be License Number Contact Person _ S Phone Number 3. Company ?),f ),5 < U.Dak" Business Type AL t ��:dl t K Address P.(3.1 X�i o, 'c -y ) j\ License Number 10 Contact Person Phone Number 161.0— ,541e8 4. Company M o L. ,CYa rl E t' C.('Q,1AC - Business Type Ile tid Q Address 5..g3 1,6.,6Crnd Ate, a:\V License Number Contact Person 1'vV <e G7\ jQr' Phone Number 5. Company Business Type ,.. Address License Number Contact Person Phone Number Attach additional sheets if needed. INVOICE REMIT TO: CITY OF TYBEE ISLAND P.O. BOX 2749 TYBEE ISLAND, GA 31328-2749 PHONE (912) 786-4573 RYAN BUILDERS OF SAVANAH INC CUSTOMER#: 02-2023 6605 ABERCORN ST #214 INVOICE#: 200711080626 SAVANNAH GA 31405 INVOICE DATE: 11/08/2007 DUE DATE : 11/23/2007 P.O. # . CHARGE DETAIL ITEM DESCRIPTION UNITS TYPE PRICE AMOUNT ENGINEERING REVIEW 0.00 0.00 225.00 0 LOT 5 EIGHTH ST 1 4-0005 -20-002 *****THANK YOU ***** TOTAL DUE : 225.00 1 11/08/2007 2:57 PM AIR Open Item Register PAGE: 1 PACKET: 00421 CUSTOMER SET: 02 ENGINEERING SEQUENCE : ALPHABETIC DUE TO/FROM ACCOUNTS SUPPRESSED GROSS/ DISC. DT/ ID DESCRIPTION CODE ITEM DATE DUE DATE TAX DISCOUNT GL POST DT 02-2023 RYAN BUILDERS OF SAVANAH INC 0-200711080626 ENGINEERING REVIEW ER 11/08/2007 872007 225.00 11/08/2007 DESCRIPTION AMOUNT G/L ACCOUNT ENGINEERING REVIEW 225.00 100 00-32.2990 == CUSTOMER TOTALS = 225.00 PACKET TOTALS = 225.00 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel.(912)355-7262 Fax(912) 352-7787 davisenginc(a bellsouth.net INVOICE October 19,2007 Invoice#20709101 Diane Otto City of Tybee Island P.O. Box2749 RECEIVE Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 to-(9-01 RE: Lot 5 8th Street for Tom Waters LT 5 BEACH LT 48 WD 2 SAV BEACH 4-0005-20-002 October 15,2007 1.00 hours Plan review&comment letter (2070910B) October 19,2007 0.50 hours Plan review&concurrence letter (2070910C) 1.50 hours @$150/hour= $225.00 Total Due This Invoice 12.20 - 2 12. O2 Acl� v,v0 ;4_9., 2o0-7 tto8o (02_ (0 —�� Car,r, r. 4° gQPr4ot. rD ,fur's 1 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davise nq i nc(a�be l lso uth.net October 19,2007 Brannyn G.Allen RECEIVED Director of Planning, Zoning and Economic Development I O.I —01 City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 5 8th Street for Tom Waters LT 5 BEACH LT 48 WD 2 SAV BEACH 4-0005-20-002 Dear Ms.Allen: We have reviewed the revised plan for the above referenced site by Boswell Design Service, Inc. received by the City and logged in on Friday, 09-18-07. Our review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. Within the scope of our design review,to the best of my knowledge and belief, it is my opinion that this drainage plan meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerell�y, d Downer K. Davis, Jr., P.E. President 2070910C cc: 10 -i q o-7 �0.,C C 4-0 os uJ¢-I l BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 91 2-897-- 6932 RECEIVED LAHBOS@BELLSOUTH.NET l0-t -°1 reV ‘44:21 October 18, 2007 To: Diane Otto Planning and Zoning Department Tybee Island, Georgia 31328 Re: Tom Waters Lot number 5 8TH Street Tybee Island, Georgia Diane, Please find enclosed three copies of the revised plans for the project referenced above as well as reponses to the review engineer's comments as shown below : Number Response 1. Have complied—revised swale elevations and added bubbler. 2. Have complied—see response number 1 above. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services, Inc. 897-6932, e-mail to lahbos @,bellsouth.net or fax to 897-2287. Sincerely, Mark Boswell ragc 1 vi i I ul !fit . 'fit f J lJ� ",,fir'" !k. �,� l� - .. 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F W Pis jilt(- a, 1 F '� Z'4 # �y O Surround pc Coan'LM S 2 1 r lost. ,8 I , z t- -der• ; 13 r tci T - f �r i •• 1 !wf N, . , 'C r ins 4 1 st .11t5 ,-,_ • '4,4 ) /9 '--/ r__() •1 ; — . rim) 4 a ' '9t. 4 . ,, r•0 f ► y -7 R.....„2') ) e �si '4a.• ' y3;,!' f yam-. - "1 " - r 4 `* 1i i, 3 A 11 v °ry 0 t56ft Created by Maplt on 10/9/2007 228:18 PM using ArcIMS 4.0 1 ©Copyright 2002-2003 BinaryBus Ltd Parcel ID: 4-0005-20-002 Owner Name: LEVY JOAN L&B H JR Property Address: 8TH ST 000000 Neighborhood Code: 02021300 Zoning Code: R-2 Flood Zone: TYB Zip Code: 31328 4 Commissioner Code: Patrick K.Farrell Aldermanic Code: Unincorporated Chatham County Legal Description: LT 5 BEACH LT 48 WD 2 Phone:355-6699 Calculated Acreage: 0.12 Land Value: $599,500.00 Building Value: $0.00 Real-estate Value: $599,500.00 Sale Price: $0.00 Sale Date: 02/03/2006 '\ C J-A a"---; 'q '.3 u p- i z.) , , . )- , , , 0., , ), -)-)._. , ) _, , , .,..---7 _i, ) b - 17- d7 , ,, - ,._ 2//-: I ( )/ - & 1 Oct 17 07 06: 48a J "hitle&j Reynolds 912 352 7787 p. 1 RECEIVED DAVIS ENGINEERING, INC. -O 2 636 Stephenson Avenue. Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax(912) 352-7787 davisenoinc@bellsouth.net September 23, 2007 Brannyn G.Allen Director of Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 5 8th Street for Tom Waters LT 5 BEACH LT 48 WD 2 SAV BEACH 4-0005-20-002 Dear Ms. Allen: We have reviewed the plan for the above referenced site by Boswell Design Service, Inc. received by the City on Friday, 09-21-07. Our review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. We offer the following comments: 1) The new swale to be installed from at the rear of the building to drain clockwise will overflow with the FG 13.5 on the east side being the same as the 13.5 spat existing elevation a few feet away. It appears to also overflow at the northeast area of the building with the 13.9 existing elevation being higher than the interpolated swale grade of 13.7. 2) The top of drive"TD"elevations shown at the east side will require a slope slightly flatter than 1:1 from the drive to the adjacent proposed swale invert. With a drop of close to 2'this may be challenging to install. Please contact me if you have any questions on this matter. Since ly, owner K, Davis, Jr., P.E. President 2070910B cc: ( 0- ( ) - 07 CIO.AZ 'VS) B OS w.a OCT-17-2007 07:57 912 352 7787 95% P.01 r '1111 SR 1iiH�� APPLICATION FOR LAND DISTURBING PERMIT Applicant Tow, 4-e rs Phone Number 9 ►2.- Co Sts- '10 3 Applicant's Address to R rr u 44 r,4 ('.o t r ' v et Kt nes h G�A 31 y i 0 Property Owner -- Phone Number — Property Owner's Address Plan.Prepared By 13c.� Project Location Lot S" , i"" PIN - t3WS-- 20-00 L Square Footage of Area Q. ti AL I hereby certify that I fully understand the provisions of the City of Tybee Island Erosion and Sediment control Ordinance and Program,and accept the responsibility for carrying out the erosion and Sediment Control Plan for the above referenced project as approved by the City of Tybee Island. I further grant the right of entry onto this property,as described above,to the designated perscmnel of the City of Tybee Island for the purpose of inspecting and monitoring for compliance with the : E• ;I Ordinance. __Alb 4 . - ir:w'a Signature V " Date * * * * * * * * * * * * * * * * * Project File Number D a t e of Application 0 ) - 2.1 - O1 Permit Effective Date APPROVED Permit Expiration Date Zoning Administrator Date Building and Zoning Department • P.O.Box 2749 •403 Butler Avenue Tybee Island, Georgia 31328-2749 (866)786-4573 •FAX(866)786-9539 • www.cityoftybee.org { _ y 1 SH 1 DEVELOPMENT PLAN APPLICATION Applicant %r, GJA,L,,-s Phone Number R i z-- L T tb— g to 3 Applicant's Address to 13 c i vo%rC) Coo.r 4- 5 a►vw , 3 1 41d Property Owner -- Phone Number Property Owner's Address Project "on I._o+ 5 5 4--",e4,4- PINT tai- 1}a o s - 10 -cm z Zoning District /z -Z. Provide a brief description of the proposed land development activity and use of land thereafter on property: 12s; t List the company name,business type,address,license number,contact person and phone number of all participating contractors(include surveyor,engineer,architect,installer,developer, etc.) 1. Co mpany 50:51,..„-6// s s� Bi1S1IIesS Type F J i i L=fl 6=; F A d d r e s s 10,5 N c`s yi l.)r License Number G su Contact Person !r, 30$ 1 l Phone Number i _- f, t J L 1 Building and Zoning Department - P.O.Box 2749 •403 Butler Avenue Tybee Island,Georgia 31328-2749 (866)786-4573 -FAX(866)786-9539 • www.cityoftybee.org 1 a.,-.I. t_t-...t .P 7,* I 2. Company Business Type Address License Number Contact Person Phone Number 3_ Company Business Type Address License Number Contact Person Phone Number 4. Company Business Type Address License Number Contact Person Phone Number 5. Company Business Type Address License Number Contact Person Phone Number b. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed I attest that all the information provided is true to fact. 19 --a°? Ap •: 's Signature Date Arr Project File Number An jSTFD Zoning Administrator Date 2 , • •-•412:p 1c7,510'. aft:DEVELOPMENT PLAN CHECKLIST The site development plan shall ineinrie,but not be limited to,the following: The location,size and other pertinent data of all land uses on the site including types, location and height of buildings,parking,open areas and landscaping. V Dimension setback lines from property lines and street right-of way lines. Adjacent thorouglifines and all curb cuts within 500 feet,including: Proposed new cut(s)onto public rights-of-way with turning radii and width;and Dimensions of all rights-of-way. Drainage plan to conform_to City Engineer's specifications.. Location of all utilities_ Tabulated data including at least Gross density of dwelling units_ Parking ration per dwelling unit Percent and amount of land coverage. ,./7 Percent and amount of floor area by use and by type. V- Topographical map showing existing and proposed contours at one-foot intervals and natural features. THE PLANNING COMMISSION MAY REQUIRE ELEVATIONS OR OTHER ENGINEERING OR ARCHITECTURAL DRAWINGS COVERING THE PROPOSED DEVELOPMENT. Building and Zoning Department - P.O.Box 2749 -403 Butler Avenue Tybee Island,Georgia 31328-2749 (866)786-4573 •FAX(866)786-9539 - www.eityoftybee.org rojotii ;..hid :-,;-..,;-J-L,14,....-A Coiitro ;,-)Ln Project Name: 1_64 s- rt14,c4,-1-44--\-- SWCD: City/County: 1.- ,r.,, ' 1/ ,ad' I ---1 \,-, )/... T."C'■ Date on Plans: °I - lel-0 1 Address: Plan Included: Page ..... Y/N SITE PLAN: rci-04 i 1. Show graphic scale and north arrow. 2. Provide vicinity map showing site's relation to surrounding area,including designation of specific phase,if ICA,CS- I y I necessary- , ' 3_ Provide both existing and planned contours with contour lines drawn at an interval in accordance with the C l-CLI '1/ 10110Wing: ' Map Scale (Ground Slope 'Cantata-Werke,.ft I inch=100 it. or I Fiat(1'2% - - -1.-. 0-5 or I -koig-h-ni .:-.6% 1 Tiri tamer scale I Steep 8%..4: r -- ,'„----ttir 71 0 — acreage,both.. on and off site.Include hydrology study and maps of ece-f I Y I 4. De"nebaastiensMinl7fattgedrainage areas,with 5. Delineate all state waters located on or within 200 feet of the project site. , . 6. Show location of erosion and sediment practices using uniform coding symbols from the Manual for Erosion and C.ZZI- Y Sediment Control in Georgia,Chapter 6,wffh legend. I 1 - I Isj I 7. Delineate 25-foot undisturbed buffers of state waters and 50-foot buffers along designated trout streams. Clearly note areas of impact C z- C Ai ■11 8. Include soil series and their delineation. 9. Identify the project receiving waters and describe adjacent areas-neighboring areas such as streams,lakes, 1.3 ° residential areas,etc.,which might be affected. C I kir , 10_ Phase E&SC plans into an initial perimeter control E&SC plan,intermediate E&SC plan for grading and drainage and a final phase E&SC plan. CZ,- 11. Provide an E&SC plan for a typical lot and each situational lot 12. Show limits of disturbance on E&SC plan_ C L.1 •:::.57VV07 Revised June 2005 Narrative Notes and Other Information:(Notes or narrative should be located on the site plan under general notes or under erosion and sediment control notes.) C I \! 1. Provide revision and/or initial date on E&SC plans. C 1 2.. Provide description of existing land use at project site and description of proposed project Include land lot and district numbers for site location_ Describe critical areas and what extra measures will be utilized for these areas. C Y 3. Provide name,address and phone number of developer/owner. C Provide name and phone number of 24-hour local erosion and sediment control contact. 7 5. Show certification number,signature and seal of qualified plan designer. C 6. Note total and disturbed acreage(the disturbed area shall be the total estimated disturbed area of the primary C S and secondary permittees)of the project or phase under construction_ cc- T. Provide detailed construction activity schedule-show anticipated starting and completion dates for project / events,include vegetation and mulching tirrreline. C S 1 8. Clearly note this statement in boki letters-""The escape of sediment from the site shall be prevented by the 1 installation of erosion and sediment control measures and practices prior to,,or concurrent with,land disturbing activities." C Z- 9_Provide 67 cubic yards per acre sediment storage_include specific design information and calculations for C 9 / structural measures on site. Sites with more than 10 total acres must have a te„iporary sediment basin_ kite 10. Show storm-drain pipe and weir velocities and provide appropriate outlet protection to accommodate discharges without erosion. S 11. Provide vegetative plan,noting all temporary and permanent vegetative practices.Include species,planting dates and seeding,ferfi"lzer,firm and mulching rates. Vegetative plan shaft be site specific for appropriate lime of year that seeding will take place and for the appropriate geographic region of Georgia e v 12. Provide detailed drawings for all structural practices.Specifications must,at a minimum,meet guidelines set T forth in the Manual for Erosion and Sediment Control in Georgia G S1 y13. Clearly note maintenance statement-"Erosion control measures will be maintained at all dine,.If full implementation of the approved plan does not provide for effective erosion control,additional erceion and sediment control measures shall be implemented to control or treat the sediment source." 5 14. Clearly note the statement "Any dietrnrimed area t for a period greater than 14 days shall be / stabilized with mulch or seeding." r- G �' 15. Provide certification stating that the plan designer has visited the site prior to the design of the E&SC plans. P 1 dv HYDROLOGY REPORT FOR Lot Number 5 Eighth Street Tybee Island, Georgia FOR Tom Waters 6 Brevard Court Savannah, Georgia 31410 September, 2007 VA. .' 0R G ,1, J. G\ST 01 No.28372 �, PROFESSIONAL IQ-o-t y t+4f q A.Bo BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-897-6932 LAHBQS( 9ELLSQLlT ,A.FiT MIME HYDROLOGY REPORT For Lot Number 5 Eighth Street Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The existing site is natural and the ground is generally flat with slopes between 0 percent and 2 percent with few trees. The proposed project is to be cleared of trees and stumps required for construction of a new residential structure. The total site is 0.11 cres with the new structure being approximately 2,000 sf(envelope) and the disturbed acreage being approximately 0.08 acres. The soils in this area have been classified by the Chatham County Soil Survey Map as being Cuc (Chipley-Urban Land Complex). The soils on this site have not been field verified. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre-development and post-development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POST-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE-DEVELOPMENT SLOPE = 2 % POST DEVELOPMENT SLOPE = 2 % TIME OF CONCENTRATION PRE-DEVELOPMENT = 1 ❑ MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 1 ❑ MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the new structure. The resulting increased runoff, which is encountered due to new impervious area is displayed below: RUN-OFF RATE (25 YEAR STORM) PRE-DEVELOPMENT RUN-OFF = 0. 18 CFS POST-DEVELOPMENT RUN-OFF = 0.41 CFS TOTAL INCREASE IN RUN-OFF = 0.23 CFS Storm water will be directed by existing conditions but will also be routed by new swales towards the existing City of Tybee Island drainage system. • TOM WATERS - LOT 5 - S TH STREET - CW CALCULATIONS OW PRE-DEVELOPED FACTOR = 0.25 CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.05 AC. PERVIOUS AREA = 0.06 AC TOTAL = 0. 1 1 AC ( 0.05 x 0.95 ) (0.06 x .25) / 0. 1 1 = 0.57 1 2 Project: TOM-LOT5-8TH-HYDRO.WIWSAVANNAH.IDF 2 hyd's 09-18-2007 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (yrs) (ft) (cuft) 1 Rational 0.18 1 10 109 25 -- — --- TOM-LOT5-8TH-PRE-2 2 Rational 0.41 1 10 248 25 — — -- TOM-LOT5-8TH-POST- Proj. file: TOM-LOT5-8TH-HYDRO.0 tAfile: SAVANNAH.IDF Run date: 09-18-2007 Hydrograph Plot English Hyd. No. 1 TOM-LOT5-8TH-PRE-25-YEAR Hydrograph type = Rational Peak discharge = 0.18 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=109 cuft 1 - Rational - 25Yr - Qp = O.18 cfs 0.20 -" 0.15 0 0.10 -' 0.05 -7 0.00 17 0 5 10 15 20 Time (min) Hyd. 1 Hydrograph Plot English Hyd. No. 2 TOM-LOT5-8TH-POST-25-YEAR Hydrograph type = Rational Peak discharge = 0.41 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.57 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=248 cult 2 - Rational - 25 Yr - Qp = 0.41 cfs 0.5 04 rn i 0.3 C'1 0.2 0.1 0.0 ivy 0 5 10 15 20 Time (min) Hyd 2 Worksheet for TW-LOT5-8TH Project Description Flow Element: Trapezoidal Channel Friction Method: Manning Formula Solve For: Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 1.70000 % Left Side Slope: 4.00 ft/ft(H:V) Right Side Slope: 4.00 ft/ft(H:V) Bottom Width: 2.00 ft Discharge: 0.21 ft3/s Results Normal Depth: 0.07 ft Flow Area: 0.17 ft2 Wetted Perimeter: 2.61 ft Top Width: 2.59 ft Critical Depth: 0.07 ft Critical Slope: 0.02349 ft/ft Velocity: 1.25 ft/s Velocity Head: 0.02 ft Specific Energy: 0.10 ft Froude Number: 0.86 Flow Type: Subcritical GVF Input Data Downstream Depth: 0.00 ft Length: 0.00 ft Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 ft Profile Description: N/A Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 ft/s Normal Depth: 0.07 ft Critical Depth: 0.07 ft Channel Slope: 0.01700 ft/ft Worksheet for TW-LOT5-8TH Project Description Flow Element: Triangular Channel Friction Method: Manning Formula Solve For: Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 1.70000 °lo Left Side Slope: 5.00 ft/ft(H:V) Right Side Slope: 5.00 ft/ft(H:V) Discharge: 0.21 ft3/s Results Normal Depth: 0.17 ft Flow Area: 0.14 ft2 Wetted Perimeter: 1.72 ft Top Width: 1.69 ft Critical Depth: 0.16 ft Critical Slope: 0.02162 ft/ft Velocity: 1.47 ft/s Velocity Head: 0.03 ft Specific Energy: 0.20 ft Froude Number: 0.89 Flow Type: Subcritical GVF Input Data Downstream Depth: 0.00 ft Length: 0.00 ft Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 ft Profile Description: N/A Profile Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 ft/s Normal Depth: 0.17 ft Critical Depth: 0.16 ft Channel Slope: 1.70000 % Critical Slope: 0.02162 ft/ft B E A C H L 0 T 47 LEGEND Pro/.or Information: ITEM EXISTING PROPOSED P.1-N.I4-0006-20-001 PROJECT ADDRESS:8th&Moot b' TOPO :II' Z 3 TOTAL SITE SIZE r an AC CC FG CONTOURS ----- -12- ESTIMATED DISTURBANCE:0.08 AC FG 16 14.0 ,,1.' 1 ZONING r R-2 15,0 17 =�.J 6 DRAINAGE SETBACKS t _ 17 -� 1s 1,1 FLOW f • - �- FRONT:too, �> _ ---_ • ■,q �• ARROWS REAR -10' _�1 S 70_3 ` •�" _ • '\ _ OWNER:TOM WATERS- TOP OF !. O`• .D- •eJ. °•:: TPS ADDRESS r 6 BREVARD COURT R.B.F. I�;. $@ e0_ P SLAB 12.30 Savannah,Georgia 31410 y G 14 It I PHONE:8I2-6564103 • / 15 Iol B5L / ,I v 14 1 5 �/ .` < RETAINING WALL D Ai. v r� J -z F c Z -. ( 13.5 -- O I ;NNNNN SWALE OPTIONS_ tri co ILI FG ° Q L 0 T 5 all U / EXISTING } . / GRADE GRADE W 14.5 4,825 sq.ft. / 1 _ VARIES VARES 0 > m N or) \ _ w D0o) D 0.11 acres / w6Cl)� W L 0 T 6 o / ,,IL< 4 TPS k, i� L 0 T 4 0 0 ro < 90 LF SWALE J I 14.85-�`� ELEVATIONS 1 PM1 ■1 i J Z Q v ON PLANS I_LI Cr) Z 0) AT 2.18% Q � YARD INLET 0 0 Z Optional Swale Detail r Q LLJ TOP 13.00 not to sods ,---I Q W ,,? I IE 8.10! __I n ___1 ao• / C. DCS a- L]I I- UO r I _\I/. .l I VAES 2.0' VARIES FG N �•\ 60 LF m 14.0 O) �/� {I I `'- PERFORATED a Q TD #,�,,131P*1 5# .��1 ' d- rTD AT 0.1%S d6E �'' 14.534 , 000 14.52± �Pt PLA S R'°R' pp I, 'I YARD INLET TO ' gWAI� DETAIL S 1,, ';J,�,�,�,�,�,4 '� FUNCTION AS SWALE t TD ` • BUBBLER 2751 a 13.89± ����i� ∎. .�.�.�i��il1 i-* S 70°30 16' E -- ," 240.03 11,91 ��,�,�,,,�•��II� 4' y' TOP 9.05± A y. FG " .B.F. §12 eta' 1��M�� Z�30'16" R.B. 13.5 #41r#474,'� IT44� PERMEABLE DRIVE AS , 1A' / p_rzz, •aa 18" CONC CURB & ° PER CITY OF TYBEE I� - '� TO BE ISLAND ORDINANCE •:';'' + y� !� ,.�:.�`A • 1 �+ ,t �� /� °`°°° _-� •••" ��iav��u�■�w.��� - �V un x�n w • �i' �/ z d d Z •NEW SWALE TO N •; / NEW SWALE TO 001 `5 0 g IX Z DRAIN OVER vj - DRAIN OVER �a O n O a 13 EXISTING CURB I EXISTING CURB /` n� =w W Ye ___ y . . 7 WOOdO N ?Z D NOW THIS OCCURS Al EH y MATCH EXISTING _ 1 REMOVE AND ENS FOR ° REPLACE EXISTING N O O PAVING ELEVATION (n CURB AND GUTTER m w I-w 0 W W +I W AS REQUIRED FEATHERING OF n.e.s. P_02 m 07 d CITY OF POWER CONCRETE CURB & GUTTER ocbbar 2Um z F, APPROXIMATE LOCATION OF 6" P.V.C. 1 = • a-) H SAN. M.H. v Feathered Curb Detail J TOP 0 LLJ / NOT TO SCALE I.E. STATE OF 1'v\1(L-_. 0- CHATHAM 8th S T R E E T 60' R/ COO C(-Y° __ MAD1°°f ` _ y I .}�N1n11 DTEL TRAPPIC AND RIGHT-OP-WAY NOTES: ,`. W I I t t (1� 0 1.ITN\B OOOIMMI/NNNdo,EDzooER AND SURVEYOR ARE TO COORDINATE L ALL ROAD CLOSINGS,DETOURS AND ETC.ARE TO BE QQQ\\\� ALL.EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND PERSONNEL. WITH THE CITY OP TYBEE ISLAND,GEORGIA PROPOSED SITE PLAN �^ ti,J).J PORSONNEL. , P.10' 1' _ S U E1' m,,,,AGE EASEMENTS TO BE PRIVATELY MAINTAINED. PROM THE CITY OPTY GE ISLAND!RIORSTO COMMENCEMENT �. NOTES: SLM1.I a + I - OF ANY WORK WITHIN RIGHT-OF•WAY. �7f1W 11± L CONTRACTOR IS TO COORDINATE ALL OAS,LIGHTING, V C- GUTTER NOTESr _ ELECTRICAL,PHONE,CABLE AND ANY OTHER REQUIRED 0-N f,.-'�-T�^ d GENERAL BUILDING INFORMATION NOTESr UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 1 L/`�. - - - - ,0,O R G/4\ 1.NEW BUILDING t8 TO BE 2,000 of(.o".1op.l. - - - - \ 1.CONTRACTOR 19 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF 2.PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO SE SET AS '" - - - - -- CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT PER PEMA FLOOD STUDY MAPS AND AS PER THE CITY OP TYBEE ISLAND, " - • I.' IB�BLIL _o2 WITH SAME.ANY DAMAGE TO EXISTING UTILITIES SHALL GEORGIA ORDINANCES. - - - - BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. GENERAL DRAINAGE NOTES, 4.f�I 3.PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION �F' ,�y� 3.CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. Shia Pro-CxulraeNcn Nate: A_B0�'T' 1.THE NEW BUILDING WILL RESULT IN AN INCREASE RUN-OPF OF WITH THE OWNER. ALL ITEMS BECOME TO BE RELOCATED O RMA MAP NOTES r GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE 0.23 of.DUE TO IMPERVIOUS AREA DURING THE 15 YEAR STORM. Contractor to storey ell 001.Nn9 and pnpeeOd CONTRACTOR. 1.THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA straoNre loeetions(drainage,sanitary,eta.,, 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED °M°ACCORDING TO P.I.R.M.COMMUNITY PANEL NUMBER tape end depths prix to xd«Jng matartab or DRAWING NuMBER 4.REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. 3Y EXISTING CONDITIONS WHICH CAN NOT BE PORSEEN TO ALLOW 135164 0001 4 MAP REVISED SPECIAL CONSTRUCTION NOTE: bcginning oonsnyctIon DO NOT ABANDON UTILITIES IN PLACE. POR PROPER DRAINAGE. JUNE 17,1086. PARKING METER NOTES: IP THE CONTRACTOR KNOWS OR CAN RESONASLY O.REMOVE ALL TREES AS NECESSARY POR PROPOSED 3,THE PROPOSED BUILDING WILL HAVE THE NEED OP GUTTERS AND 2.THIS SITE IS IN ZONE AS.AND IS LOCATED WITHIN 1.ANY PARKING METERS WHICH ARE REMOVED 6!EXPECTED TO HAVE KNOWN OF AN ERROR,DISCREPANCY OR CONFLICT CONSTRUCTION. DOWNSPOUTS TO DIRECT RUN-OFF. THE 100 YEAR PLOOD ZONE WITH A MINIMUM ELEVATION DUE TO NEW CONSTRUCTION ARE TO BD IN THE PLANS,SPECIFICATIONS C TO CONSTRUCTION,NSTRU TI HE SHALL AND PAILS ILS TO SCALE 1•■10' SET AT 10.0. DELIVERED TO THE CITY OF TYBEE ISLAND REPORT THE PROBLEM 6.PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. 4.OUTPALL POR THE PROJECT WILL SE DICTATED BY EXISTING PARKING DEPARTMENT TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM POR WORK CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE 3.CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO REQUIRED TO SE RE-CONSTRUCTED BECAUSE OP SAID ERROR,DISCREPANCY SYSTEM AND EASEMENTS, ANY CONSTRUCTION ACTIVITIES. OR CONPLICT. 0 10' 20' 25' X TREES TO DE REMOVED. 1 OF 6 SHEETS