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Home My Public Portal About08-0333 Paddison CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED:07-11-2008 PERMIT#: 080333 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 16 TAYLOR ST OWNER NAME DAVID PADDISON ADDRESS 1529 WALTHOUR RD CITY,ST,ZIP SAVANNAH GA 31410 PHONE NUMBER 234-6621 CONTRACTOR NAME J T TURNER CONST CO INC. ADDRESS PO BOX 6190 CITY STATE ZIP SAVANNAH GA 31414 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3974 OCCUPANCY TYPE P TOTAL FEES CHARGED $9,638.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $750,000.00 TOTAL BALANCE DUE: $9,638.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. if this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 06/26/09 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 #: 080333 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME DAVID PADDISON CONTACT ADDRESS 1529 WALTHOUR RD CONTACT CITY STATE ZIP SAVANNAH GA 31410 PROPERTY ADDRESS 16 TAYLOR ST APPROVED BY: 11111 LAgir P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org i , y CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW FEES DATE ISSUED: 06/26/09 PERMIT#: 080333 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 16 TAYLOR ST OWNER NAME DAVID PADDISON ADDRESS 1529 WALTHOUR RD CITY,ST,ZIP SAVANNAH GA 31410 PHONE NUMBER 234-6621 CONTRACTOR NAME J T TURNER CONST CO INC. ADDRESS PO BOX 6190 CITY STATE ZIP SAVANNAH GA 31414 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3974 OCCUPANCY TYPE P TOTAL FEES CHARGED $9,988.00 4% ,0°1 PROPERTY IDENTIFICATION# I PROJECT VALUATION $750,000.00 ENGINEERING REVIEW FEES TOTAL BALANCE DUE: $350.00 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: 4C).:LOVYNN--1 P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 t 1 �;, , Tel. (912)355-7262 Fax(912) 352-7787 __._ ``4 °+��`'� ,F QJ davisenginc bellsouth.net INVOICE June 26, 2009 Invoice#20803001 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Corner of Taylor&Pulaski Streets Padison/Critz Speculative Tybee Island,GA PIN 4-0001-02-013 PULASKI ST 000013 LOT B FORT SCREVEN WARD TYBEE PRB 17P 92 Drainage Plan by Potincny, Deering&Felder April 15, 2009 0.50 Site inspection April 29, 2009 n.c. Coord.w/EMC May 14, 2009 0.50 Final inspection w/PW May 20, 2009 0.25 Reviewed AB May 25, 2009 0.50 Site inspection June 12, 2009 0.25 Reviewed rvsd.AB June 26, 2009 n.c. Reviewed rvsd. Cert letter 2.0 hours @$175/hour=$350 Total Due This Invoice. Based on the Design Engineer's certification and my observations, I find the completed site work acceptable. Zdabst.e.- '7 2 2, 0® Z® (2 O 2 b°2- -09 Dto-2 b -o Q I ad deal 4 8P DS- 033 3 -�-� AP ar pv4. ` �� 12 et`g v 4t P e__``G`44eq*G. ot`5�tee�`otg`a21A 321 q,� cos @e�G e‘i‘a` eille%7 V11 404'S G�`_J`G*5' 1/4Gr o�$1oa Ge 1216�,` 23-�*�' tits 4`�� ,'pt�� `fie Q F o • • June 17, 2009 -,ti RECEIVED City of Tybee Island `' 9� Planning and Zoning Department P.O. Box 2749 Tybee Island, Ga 31328 Attn: Dianne Otto RE: Paddison Critz House Corner of Taylor and Pulaski Streets Tybee Island, Georgia Dear Ms. Otto: EMC Engineering Services was asked by Greenline Architects to provide a certification letter and Asbuilt Record Drawing stating that the house and yard drainage were constructed according to the approved plan. On May 6, 2009, we inspected the project with the contractor and Pete Callejas, Greenline Architects, and discussed the concerns that Mr. Downer Davis had with the completed project. These concerns were as follows: 1. The construction of an additional driveway onto Taylor Street that was obstructing drainage in the roadside swale. 2. The construction of a retaining wall that was not proposed on the original site plan. 3. Obtaining permission from the property owner to the north to allow a portion of the swale to be constructed on the adjacent piece of property and for the the drainage swale to accept runoff from the referenced property. As of May 13, 2009, EMC Engineering Services performed a followup site visit and can certify the following: 1. The driveway onto Taylor Street has been removed and the drainage swale along Taylor has been reestablished and the flow of water is no longer obstructed. 2. The retaining has been analyzed and compared with the manufacturer's recommendation for construction. EMC certifies that the wall is structurally sound and was built in accordance with the manufacturer's recommendation. 3. During the certification process it was determined that the swale was not an issue and was serving both properties satisfactorily. Certify means to state or declare a professional opinion of conditions whose true properties cannot be known at the time such certification was made, despite appropriate professional evaluation. A design professional's certification of conditions in no way relieves any other party from meeting requirements imposed by contract or other means, including commonly accepted industry practices. G i2 (p-0 7 I Q.4-4 4 a C<<fi to ■1 -0 O t..j Y u.r l Q u;.S U,Q 1 O,4.o f 1/.a; l Otto Page 2 If you should have any questions please do not hesitate to call me (912-644-3221). Sincerely, / ., / ` J. Mark Mobley, P.E. .15295 Y PROFESSIONAL Principal-in-Charge / PR v i!GIN %' \431.• P K 0° f . emeelle p\l � ooh` `,•v e�` �� 1 G vs G`.,,, `,G 4,ee illiP �\Gt�SG � Ge°� ill, di �ar s� g`4GJg aO y� 2P Sa `a 3 �,L O 5 @J` e �C�‘ e9,2)6b \21253 Na- �°� G (0 °N a e V *?'1-°9 ��e IV- . G.‘,1*� May 14, 2009 City of Tybee Island - - RECEIVED Planning and Zoning Department 1 O$- 09 P.O. Box 2749 Tybee Island, Ga 31328 Attn: Dianne Otto RE: Paddison Critz House Corner of Taylor and Pulaski Streets Tybee Island, Georgia Dear Ms. Otto: EMC Engineeri • Services was asked by Greenline Architects to provide a certification letter and Asbuilt Rec.',d Drawing stating that the house and yard drainage were constructed according to the approved p i. . On May 6, 2009, we inspected the project with the contractor and Pete Callejas, Greenlin ,Architects, and discussed the concerns that Mr. Downer Davis had with the completed project. ' These concerns were as follows: 1. The construct.n of an additional driveway onto Taylor Street that was obstructing drainage in the oadside swale. 2. The constructio of a retaining wall that was not proposed on the original site plan. 3. Obtaining permis ion from the property owner to the north to allow a portion of the swale to be constructed o• the adjacent piece of property and for the the drainage swale to accept runoff from li e referenced property. As of yesterday May 13, 200' EMC Engineering Services performed a followup site visit and can certify the following: 1. The driveway onto Taylor‘.treet has been removed and the drainage swale along Taylor has been reestablished and t e flow of water is no longer obstructed. 2. The retaining has been analy -d and compared with the manufacturer's recommendation for construction. EMC certifie that the wall is structurally sound and was built in accordance with the manufacture 's recommendation. 3. During the certification process it ■.s determined that the entire swale was on the adjacent property,no letter would be -quired. The swale that exists allows for a portion of the northern property to drain to Pula i Street and a portion of the lot to drain to the east and onto Taylor Street. Certify means to state or declare a professional opinion •f conditions whose true properties cannot be known at the time such certification was made, •-spite appropriate professional evaluation. A design professional's certification of conditions in no way relieves any other party from meeting requirements imposed by contract or other means, including commonly accepted industry practices. Otto Page 2 If you should have any questions please do not hesitate to call me(912-644-3205), or Mark Mobley(912-644-3221). 7Siinnce Ey, l re' Wilkins Associate ;;) CITY OF TYBEE ISLAND 30—DAY TEMPORARY CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05/22/09 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 # 080333 PROPOSED USE NEW RESIDENTIAL BLD F OCCUPANCY TYPE P CONTACT NAME DAVID PADD S�' CONTACT ADDRESS 1529 WALTHO ` RD CONTACT CITY STATE SAVANNAH GA 31410".;*. PROPERTY ADD ' s" 16 r YLOR ST '1,), TEMP CO ED} : ;�� . (-2 V Should North Be `` • .,,ing,' , an .David Paddi-S fail a='dorm every and all items specified below prior to 8:00 am EST 06 /09 they • her at - Of vial Check 15 85505 in the amount of$5,000 shall be fully forfeited to the City of Tybee I . t,with no oun.`, for of`~id funds,ful y or partially,upon performance of items specified. rti ation le"., dat;- 0 ',4/0•• om e' Wilkins,EMC Engineering Services,to be stamped and sealed by same. 2. Ri t o wa gra d . ,,• the ork accepted by Joe Wilson,Public Works Director. 3. fo•.sw' g`' of t.'3e grassed and the work accepted by Joe Wilson,Public Works Director. 4. 'lot al,��•n prop be rocked and the work accepted by Downer Davis,Consulting Engineer. 5 Pay o >Ta or Street •be removed from right-of-way. 6. Pavers<n i Street to be removed from right-of-way to a total width of not greater than 25 feet for all pavers ext. •i be . • any property line. 7. Revis• :` mped and sealed as-built required after removal of pavers from the rights-of-way. 8. Hold Harmless Agreement dated 05/21/09 is'• the file. 6011-14 ettes5met,Owner Date ,c dL 5 -2Z-off Witness Date P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org STATE OF GEORGIA ) HOLD HARMLESS / INDEMNIFICATION COUNTY OF CHATHAM ) AGREEMENT THIS AGREEMENT is made the )-1 Sf day of 11‘ 20 G, by Na,tT i 3 0 t v4$ 'z ( Amy hereinafter referred to as " e WITNESSETH Owner hereby agrees to protect, defend, indemnify and hold harmless the City of Tybee Island, Georgia, (a political subdivision of the State of Georgia), its Mayor and Council, officers, agents, and employees (hereinafter referred to as "City") from and against any and all liability, damages, claims, suits, liens, and judgments of whatever nature, including any claims for contribution and/or indemnification for injuries to any person or persons, or damage to the property or other rights of any person or persons, caused in any manner pertaining to the location of privately constructed or any other privately owned structures and plants, which protrudes into the right-a-way of any City street. The undersigned further recognizes and agrees that this license does not confer upon the undersigned any rights, title, estate, or interest in said licensed premises; nor does this license agreement confer upon the undersigned a license coupled with an interest or easement. This license merely gives the undersigned a revocable privilege, it being expressly understood and agreed that, regardless of any improvements or investments made, expense and harm incurred or encountered by the undersigned, this agreement shall be subject to revocation, cancellation or termination, this license shall be null and void. IN WITNESS THEREOF, Owner has hereunto set its hand and affixed its seal on the day and year first above written. /110 l 6 1. 64(6s/44(G( IA_6- � Owner " mull/ddress Witness „> ✓1ry/1; n1L��L �41v .� 14.�ct ,S�✓1 (o0 - -753 Dianne Otto From: Dianne Otto Sent: Friday, May 15, 2009 2:27 PM To: 'tre_wilkins @emc-eng.com' Cc: 'davisenginc @bellsouth.net'; Joe Wilson Subject: FW: 209020 2008030 051409 Pulaski Taylor Attachments: ATT08767.jpg; ATT08768.jpg;ATT08769.jpg; ATT08770.jpg See below. Dianne Otto, CFM Interim Zoning Administrator City of Tybee Island 912.786.4573 ext. 107 From: davisenginc @bellsouth.net [mailto:davisenginc @bellsouth.net] Sent: Friday, May 15, 2009 10:43 AM To: Dianne Otto Cc: Joe Wilson Subject: 209020 2008030 051409 Pulaski Taylor Diane Otto, On Thursday afternoon, 05-14-09, I visited the Pad/Critz site in the NW corner of Pulaski & Taylor. r(i4 - or The lot is depends entirely on mulch for stabilization. This is acceptable in planting beds where landscaping is closely placed and around individual plant. As I have stated in the past, the Green Book allows mulch only as temporary cover. Vegetation with established roots is required for permanent ground stabilization. As the adjacent property on Pulaski to the north has a suitable stand of grass I believe this is achievable on this lot. 1 f' The mulch is not stable and is washing down the ROW's. The sediment protection around the inlet appears to be holding back the mulch from entering Tybee's storm system. This view is looking north up the east side of Pulaski. II This view is looking northeast from the north side of Taylor i rt. The approved plans did not show the headwall along the NW side of the lot and the swale was not part of the approved plans. The developed site reverses the previous flow of the sheet drainage towards the adjacent lot. I request, at a minimum, the bulkhead be shown on an asbuilt. Additionally, either a drainage asbuilt or a revised permit reflecting the design change is required. If the swale is even partially on the adjacent property, permission of the adjacent property is needed. I 2 R ti A v: Another closeup of the mulch flowing towards the drainage inlet. It was previously established that Joe Wilson Director DPW will not accept mulch in his roadside shoulders or swales. Additionally, mulch is not acceptable as general ground cover and is even more unsuitable for lining the onsite swales such as on the southeast side of the property. There is not information in this review that has not been previously communicated with the Property Owners or their project representatives. This projet has had more sediment control issues than any other lot or project on Tybee that I am aware of. The one positive thing is I find the developed drainage flow acceptable subject to the previously stated deficiencies being corrected. I will gladly accompany a Tybee employee for a site meeting if necessary as Joe and my past efforts at communicating the above have not been successful. Once Joe has concurred, Tre's email is tre wilkins @emc- eng.com. I missed him when I returned his call this morning. Downer 3 Dianne Otto From: davisenginc @bellsouth.net Sent: Sunday, May 03, 2009 8:14 PM To: Dianne Otto Subject: 208030 Pulaski &Taylor Diane, In filing my email for my SEC/E&S work, it came to my attention that you may not have read the email I sent the week in April when you were off. In the below pasted email I cautioned the driveway installer that, "Based on your statements to me you may be installing a driveway not in conformance with the approved drainage plan. Please contact Peggy Marin in Planning & Zoning to get a copy of the approved plan." ««««»»»»»»> From: davisenginca,bellsouth.net To: ricdroc @earthlink.net Cc: "Wilson, Joe" <jwilson @cityoftybee.org>, DOTTO <DOTTO©CITYOFTYBEE.ORG>, "Allen, Brannyn" <brannyna @gmail.com> Subject: Critz project © Pulaski & Taylor/ SEC coordination Date: Wednesday, April 15, 2009 1:36:44 PM This and the previous email provide you with copies of my previous documentation. My original conditions remain. As I will be off the island until after dark, Joe advised he will provide any reinspections prior to tomorrow morning. Please advise at the end of the day, if additional reinspections are requested for tomorrow. Based on your statements to me you may be installing a driveway not in conformance with the approved drainage plan. Please contact Peggy Marin in Planning & Zoning to get a copy of the approved plan. It is my understanding you are installing an adequate BMP around the storm inlet and will be requesting from Joe Wilson permission to move the earth piles out of the ROW with replacement of the perimeter SF immediately following that. This is without a doubt the far greatest violation of erosion control on Tybee that I have been aware of. Please advise me and/or Joe if you need any further clarification to resolve this issue. You have my cell phone 695-7262. Downer 1 209020 208030 050209 Critz Paddison @NE corner Pulaski &Taylor In Aprio the silt fence was removed with insufficient BMP's as shown below. Correction was •reviousl made. sLA)fur + '19 se ` ` 0 r iat on . On 05/01/09 the silt fence was down for much of the perimeter of the site. This deficienc needs to be corrected immediate! . oar ,„,, r ! ih�it C t! ,LL i1. Silt fence along Pulaski is not being •roperly maintained. to , . - - - { .t , 1111111111111111111 ., .. ..• 1.'4°0 1111 111,11 In .„, I, .... , ..t..._____. ....,....k4 , . 01 Tr -- - 4W r *, , I if .1"' • , 0 , . . , - - -1----_:-.--- - 'W - • 7:ti'Yn"-"4.4., .. . . ...., *!!!'--- , _ ,.. • ,. - ,-:- ,...- ..:-, , ---..., - • ..-- —- i--- .....-,..-- _ 0 .... - ..-• • 1 ;•;'•-: ... 1 1 . L ' . The drainage plans need to be rechecked. This retaing wall and the grading towards the ad'acent •ro•erty do not a spear to conform to the a• .roved •lans. -- _ '- ' —I' ,sz-----• -.:-...... 1 -..- • .. .... .. . , - ' I A From the"Green Book" Retaining Wall Re�ti Consideration should be given to all of the alter tive methods with regard to construction of the Some methods are: 1. Concrete masonry 2. Concrete cribbing ILYT , 4. Steel piling ;,• 5. Stone drywall a'��r 6. Rock riprap,etc. 4` q ` 7. Treated timbers B. Geotextile wrapped-face wall DEFINITION 9. Geotextile reinforced steep slopes A wall constructed of one or more of the following: concrete masonry,reinforced concrete cribbing,treated timbers,steel pilings,gabions,stone drywall,rock riprap, etc. PURPOSE To assist in the stabilization of cut or fill slopes where stable slopes are not attainable without the use of the wall. CONDITIONS Use in conjunction with cut or fill slopes which,be- cause of space limitations or unstable material,do not allow the stable slope criteria listed above,e.g.cuts Into steep hillsides on small lots or cuts into hillsides behind shopping centers to provide loading space. DESIGN CRITERIA General The design of a retaining wall is a complicated pro- cess.Many factors must be taken into account such as: stresses and forces outside and within the wall,allow- able height, minimum thickness.Other considerations are:foundation design with respect to loadings,bearing values of soils, footing dimensions.Additional design factors are safety hazards, subsurface and surface drainage and appearance. Each situation requires a specific design which is within the capabilities of the design engineer. <<<%3> •• •••:'• , . Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31326 • Phone: (912) 786-4573 ext. 114 Fax: ( )12) 186-9539 n __ - ( Permit Nrt, .q4) , IL-i 0 9 Date Requested 1,--n Owner's Name Pc),(" c‘ .Snr-*.) Date Needed Gen, Contractor Ik--) ‘ )0 '‘-k-r. Subcontractor Contact Number v r2) 5 34 _ Location (r) --77) ‘.4 - Inspector , a ir-1 5-t - 0 Date of Inspection , Type of Inspection A ■ AE" 2. 3, L3 ieue 21e2u. 0.40J-4 . ok-, fe, Pass E 5Q— ■-■ ArAwzr e; 0 r-1 ! ) ?"■ Q -po v L Fail 1: ,-■ c 1,0 e,5 v C-2; v 4 s\\ U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28,2009 National Flood insurance Program ,iortant: Read the instructions on pages 1 SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number NORTH BEACH CROSSING,LLC , A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Company NAIC Number 16 TAYLOR STREET City State ZIP Code TYBEE ISLAND GA 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT B, FORT SCREVEN WARD(PLAT RECORD BOOK 17P,PAGE 92) A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.32.0235°N Long.080.8470°W Horizontal Datum: ❑NAD 1927ENAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number6 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) *NOTES 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 *NOTES walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b *NOTES sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State TYBEE ISLAND 135164 CHATHAM GA B4.Map/Panel Number B5.Suffix B6. FIRM Index B7.FIRM Panel B8. Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 13051CO213 F 09/26/2008 09/26/2008 AE 12'&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: ❑NGVD 1929 ENAVD 1988 ❑Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ENo Designation Date ❑ CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building.diagram specified in Item A7. Benchmark Utilized LOCAL Vertical DatumNAVD 88 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)*10.2 feet ['meters(Puerto Rico only) b) Top of the next higher floor 18.8 Efeet ['meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A. Ofeet Ometers(Puerto Rico only) d) Attached garage(top of slab) N/A. Ofeet Ometers(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building *14.2 feet ['meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 9.5 feet Ometers(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 10.5 feet Ometers(Puerto Rico only) SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. E Check here if comments are provided on back of form. + s%' q�s.TERF Certifier's Name License Number - Joseph A. Hale,Jr. GA RLS#2886 NO. 2116 Title Company Name I 6. l i•04 t, Registered Land Surveyor Kern-Coleman&Co. ` `.� yn � Address City State ZIP Code 0 ' 0 suR l - a 6 Mall A.Telephone Court Savannah 31406 °,t� A. �yt.` _ i 05/11/2009 912-354-8400 '' 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 16 TAYLOR STREET City State ZIP Code Company NAIC Number TYBEE ISLAND GA 31328 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. FRONT VIEW REAR VIEW 04/29/09 04/29/09 illill 1.,1 � Lill-, lilt Milli a pll hi. I _ .a I I d II b L - :P 1 ,y i 'L i • RIGHT SIDE VIEW RIGHT SIDE VIEW 04/29/09 04/29/09 / i , i l, � I �N l I Id1 ` il I II I hi : , � t in 1 1 .j � i IIP� , - ( f III _ . I0n ,...... . - 'Li fiiiiiii Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt, Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 16 TAYLOR STREET City State ZIP Code Company NAIC Number TYBEE ISLAND GA 31328 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." LEFT SIDE VIEW ELEVATED WATER HEATERS IN ENCLOSURE 04/29/09 04/29/09 `' �. �`�' - -117 ELEVATOR PIT DURING CONSTRUCTION ELEVATOR PIT FINISHED CONSTRUCTION 10/10/08 04/29/09 / i - 4i 1 Building Photographs Continuation Page For Insurance Company Use Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 16 TAYLOR STREET City State ZIP Code Company NAIC Number TYBEE ISLAND GA 31328 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View"and "Rear View"; and, if required, "Right Side View" and "Left Side View." ENCLOSURE ENCLOSURE 05/11/09 05/11/09 A • • • OCTAGON ENCLOSURE TYPICAL LATICE CONSTRUCTION 05/11/09 04/29/09 ...... •\ \ ; r(.2.. 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) 766-9339 _) A - No. Date Requested imikeris Name - Date Needed [refl. Contractor ) slibrontrartor 3 o 1— [0 ntesct 'a location q,//. 4) !Lisped-6i- Date cbf Jn.i,pectkn QN,SkS' I ype 9fnspectioi _ • r- S , „ Pails r-aii ,• , ; • ,.... 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 o3,33 ;Permit No. Date Requested --7Xq_115,03 Owner's Name Date Needed 7:4631 1G en. Contractor Subcontractor 1Contact Number -77 I - ,O5 ocation a ( 7 on Inspector Date of Inspectiot trii /341 fc-\ rrype of Incsi?gectimp ii=o-as->s 1- ,/( over 6,5.(-( , -71 Cjfie/-/z( TEL4--1 OA - 9() 3L) n p <ess cAri-IDdrtr Le r- 5 .ao _ _ _ •, 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) 186-9539 OP) - 6-337.) Permit No. Date Requested 47 Owner's Name j Date Needed \ Gen, Contractor Subcontractor 17 --e_t D - Contact Number) L-7 L-f it)TZ.-.. Location -4 I Inspector Date of Inspectjcgo Lift7L/7/07 Type of Inspection v..ss 111 Pass eLD4----21S - pe-5-5 )(+5S )01 1-) — 1 \-/ ..Ss 4?>V1 ---, - -t.- - ,--...... ...,,1111111,, ,• 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 /:),g Permit No. Date Requested _L' ' 1.)A,c1.414j .,„ 41/I,T------- Owner's Name Date Needed \\ Tr, I V72'..4....6i ‘ . OP-1126 G'en. Contractor Subcontractor 1 (:-77- 1741,cg-i-a :DO . Contact Number Number Location Inspector Date of Inspection Type of Inspection • I Pass [—.1 i -----,. -)-174t 5s 0-14-''E i ,... ..-- )_..),,,i) 1 ii.)7E. 1 — Fail or' 01_14 -T- 1 , (OA I - i 7.„ V, uo 1 t) \--- .4_ri- I/<-426? 14-) 4.-- 3' 'SX Zoo& Ca04,`i 114 r i -; -, i---fig-K4--11-dr-' '"". '-^' + f ' ''''' ) . I .20 ...... (,, ,, 0 ) 7-2si)ux,a- c..) i....LA L'.%(:)k.)-1- --"r 0,- i , i k ■ .-.. /A i di 1 ite.AL 0,)I b 1 44-1,--)11.'- -12e- ii4it--e vo(974- 4' (1714 l'3 .161L' Dianne Otto From: davisenginc @bellsouth.net Q_o 333 Sent: Tuesday, April 07, 2009 4:08 PM b To: ryoumans @jttconst.com Cc: Joe Wilson; Dianne Otto; Poticny', 'Robert Subject: FW: Pulaski/Taylor Remer, To summarize our conversation a few minutes ago: 1)The pine straw around the City's storm inlets in the NE corner of Pulaski and Taylor has been replaced with sediemnt barrier fabric. Should this BMP fail due to it proximity to the pavement,filter rolls such as used at curb inlets will be allowed. 2)The entire silt fence is in need of maintenance. I will be by to check this by Friday. 3) Dust control must be provided. All unpaved areas are bare and unstable. During periods of high winds such as today, moisture must be added to control the migration of your surface to surrounding properties and R.O.W.s. 4)The City has documentation of the previous established grass cover in the R.O.W.s adjacent to your site. The previous grass cover was comparable to that on the other 3 corners of this intersection. Since your project commenced, a water line was installed down the other side of Taylor Street. As that disturbed area has been restabilized,there is no justification for the road shoulders along your site to remain bare. 5)The Co-Construction Entrance will be repaired no later than Friday,04-17-09, if the driveway is not completed and ready for use by the workers. You advised that the driveway should be completed by the end of next week and the landscaping would be completed withing the following two weeks.The landscaping should include the reestablishment of the road shoulders. Your prompt response last week and earlier today is appreciated. Please call me at 695-7262 if you have any questions. Downer Forwarded Message: From: "Dianne Otto" <Dotto @cityoftybee.org> To: "Joe Wilson" <jwilson@cityoftybee.org> Cc: <davisenginc@bellsouth.net> Subject: Pulaski/Taylor Date:Tue,07 Apr 2009 16:04:16+0000 Joe: Downer is going to call you after lunch about the Taylor/Pulaski job site. Dianne Otto,CFM Interim Zoning Administrator City of Tybee Island 912.786.4573 ext. 107 ****************************** **************************************************** ***************************************** 1 , , , , _.; ".. : 4 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 ,..— ---, L) r7; _ . 1 .4 7,Z Permit No, , , X „3 .._)___L„) Date Requested I -D i :1 --N c" Vwner's Name __i ri ra.c2 S cli-N, Dare Heeded I -,,L1: 09 -------, ..,....- ........- Gen., Cntrad'or- „, ) 4.) r n_a_)--- subcontractor IA i, 51 -7)a -----0., Contact Nurnbei. 4,'S„ 2.12_ 6%15' 1 i Location Ls ,0 l_a_a° I 0 . ... / Inspect°r Da-te of Inspection Type ot Snspectinin 4-e vv\ P 1 - 1 Pass t 4 Fail E:1 I 1 14511CV IN Result Report P 1 01/29/2009 13:19 Serial No. CM35228060004 TC: 31995 Destination Start Time Time Prints Result Note Georgia Power 801-29 13:1B 00:00:47 Original 001/001 OK gW Note MIX:: Double-SidedaBindingA Direction, TX, SpecialSor'igginal,Forward,F-code,PC-Fax! Re-TX, RLY: Relay, MBX: Confidential, BUL: Bulletin, SIP: SIP Fax, IPADR: IP Address Fax, I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, Pl4-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: BUSY, M-Full:Memory Full, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. mow RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn.Brennan 9a = 37 Phone 912 ooS Og- 3 3 C -a try 3 - z a 62s Location Address: t l0 LO .s - Lot# Release Date: .. Q-C cir p e��-- Type of Release: Temporary Permanent Subd Name: 2 3 Electrician: !mot L S (�Q_y-,. Electrician Plume Number: J t 3—,5 f ?5' OwnerBuil r: —17 I v Phone Number: .5-42 ! I 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 Sobel Name: Electrician: Electrician Phone Number: OvvnerfSuilder: Phone Number: W1 a Ni F ire RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-1,2447P45-37 Phone 912 6 3040 2co yt.o 3o6-28oS- 00,-1-4/ 3o$- 2 ,25- Q'?-0333 / p Location Address: \ )GU/10 r 64- . Lot# Release Date: �'2 9'C7 I Type of Release: Temporary v Permanent Subd Name: Electrician: A\, L 6,2v, Electrician Phone Number: 3t 3- . "TF5 Owner/Br: Phone Number: 36 to - S(p 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•'•'•,:, .,-:',--' . •...,::,.. tti-..,1,,....,.?., Inspection Report City of Tybee Island 403 Butler Ave.. P.0. Box 2749 • Tylipee island, GA 31328 \W\ m,\ ".1\j Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit N ia. °.) o33 3.3, 5 Date Requested ---- Owner'q Name.. 'PO' 6 •C) i So Date Needed M-€C._ . ;;-2 :D__ra:Xlf Gen. Contractor-•a-• . 1 • \ t..k■in'e jr Subcontractor Contact Number k--R• \.,,,-. v-v. ,f- D \. Lo cys lecaticon I t_o —1-70t--\) 0 q- " "-t. __ _______ inspector_ . .-'7./.1_ _ _____ Date of Inspection _ /",;,.',/z Type of I t1910c.tii1 17 a:N.S tA \ 2 4-I' 0 ---• Pass _i_eNso Fait 0 . . .... • Inspection Report City o Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31323 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No.. Lf-_)=6-'-- 3 33 Date Requested i -1- Owner's Name ____________ Date Needed -1 0-0 r Gen. Contractor J r -...r- Subcontractor Contact Number Q PrIfir otr.)— I in C5- Location (...0 ti I t 5.4 I j Inspector Date of Inspection Type of Inspection _ 4- rory„• ,, C11. Fag. _ _ , . r-Pa.4 g :So n // Weather Shield Mfg.,Inc. ORDER DETAIL ' '�"'-- P.O.Box 309 ORDER:. 685844 vrEATHER}i system#;319816087 �, SHI to ?:C Medford,WI 54451 CQ Prj#:685844 i �rv- Phone:715-748-2100 Dealer Prj#:5576 ' .0 Fax:800-222-2148 Printed:12/17/2008 3:07:55 PM CO Prj#: 685844 System#: 319918097 Order Date: 9/17/2008 Valid Date; 10/17/2008 Dealer Prj#: 5576 Request Date: Sold To; 3024619 Customer ID: Ship To; 3036175 GUERRY LUMBER CO INC GUERRY LUMBER CO INC 123 W 44TH ST JT TURNER CONST-TARGET BLDR PO BOX 23859 123 W 44TH ST SAVANNAH,GA 31403-3859 PO BOX 23859 SAVANNAH,GA 31403-3859 Phone: 912 232-3128 Fax: 912 232-1478 Phone: 912 232-3128 Fax: 912 232-1476 Delivery Drop Ship: Instructions: � 1 I p tGIS Shipping —TO r GLN 1 L5 Et Instructions: Weather Shield Mfg.Inc.Proposes to Furnish Products as Stated Below. All Units viewed from Exterior. Item Number: 1 Legacy Aluminum Paint Finish-AAMA 2805 Quantity: 7 Double Hung Tilt'New' Exterior Color-White Total Jamb To Jamb: 37 5/16 X 891/8 Rectangle Overall Jamb Depth-8 11/16 Total Rough Opening: 38 5/16 X 89 5/8 Product Arrangement-1 Wide Glass Type-insulated Low E Sizing Method-Nominal Glass Size Tempered-Bottom Sash , Nominal Glass Size-32 X 40 Lite Configuration-SDL 41,S. Nominal Glass Width-32 Bar Width-7/8 --__ _ _: Nominal Glass Height-40 Exterior Bar Profile-Colonial Overall Jamb WIdth37 5/16 Interior Bar Profile-Colonial i i�j;iiii i i I(EE Jamb Height-89 1/8 GrillerrDUSDL Location-Top Sash R/O Width-38 5/16 SDL GIA Material-Adobe Spacer :.....,:•,,,•,:.:.' Overall RIO WIdth-38 5/18 Number Lltes Wide-2 • '"""''""N`:i R/O Height-89 5/8 Number Lites High-1 i!iiiiiiil4,i��i?iliiili Glass Width-31 7/8 Performance Upgrade-Yes ;':. . ; Glass Height-39 11/16 Screen/Storm-Full Screen _= -- Operating Code-Top Sash Stationary Screen/Storm Color-White `y li: iTiT:z Exterior Frame Finish-Aluminum Clad Pkg Scr/Storm Separate-Yes Exterior Sash Finish-Aluminum Clad PO: 35852GBWL Per Unit: Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION: A-1 (DP 55) Item Number. 2 Legacy Aluminum Paint Finish-AAMA 2605 Quantity: 1 Double Hung Tilt'New" Exterior Color-White Total Jamb To Jamb: 37 5/16 X 89 1/8 Rectangle Overall Jamb Depth-6 11/16 Total Rough Opening: 38 5/16 X 89 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Tempered-All Sash Nominal Glass Size-32 X 40 Lite Configuration-SDL `ia C: Nominal Glass Width-32 Bar Width-7/8 i iii?i;'tii iiiiii Nominal Glass Height-40 Exterior Bar Profile-Colonial Mill':.i iiii i Overall Jamb Width-37 5/16 Interior Bar Profile-Colonial "`:::, �, i Jamb Height-89 1/8 Grille/TDL/SDL Location-Top Sash 1r = R/O Width-38 5/16 SDL GIA Material-Adobe Spacer Overall R/O Wldth38 5/16 Number Lites Wide-2 i E�,;;'j;';j#`E; R/O Height-89 5/8 Number Lites High-1 i'l'l"E=``?'!'' Glass Width-31 7/8 Performance Upgrade-Yes -- Glass Height-39 11/18 Screen/Storm-Full Screen. tri I:. ;.yiq, Operating Code-Top Sash Stationary Screen/Storm Color-White g#glT;ii;liii Exterior Frame Flnlsh-Aluminum Clad Pkg Scr/Storm Separate-Yes Exterior Sash Finish-Aluminum Clad PO: 35652GBWL Per Unit: Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION; A-2(DP 55) Page 1 of 15 Weather Shield CustomQuote System"' 2.16.0 s , Copyright 2002 Weather Shield Mfg.,Inc. eir •f,,,,,,_ /'ges, - Weather Shield Mfg,;Inc... • . '' ORDER DETAIL•. -°'- --1 ! P:O.Box 309 . . - System#:319916097 WEATHER I�' Medford,WI 54451 CO PrJ#:685844 >�., SH .tD ,'�� ! rzr•r Phone:-715.748-2100 Dealer Prj#:5576 ' ' 's Fax:800-222-2146 Printed: 12/17/2008 3:07:55 PM Item Number. . . 3 Legacy Aluminum Paint Finish-AAMA 2805 Quantity: 2 Double Hung Tilt"New* Exterior Color-White Total Jamb To Jamb: 45 5/16 X 89 1/8 Rectangle Overall Jamb Depth-8 11/16 Total Rough Opening: 46 5/16 X 89 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Tempered-Bottom Sash I:i:i:i. �,,,. Nominal Glass Size-40 X 40 Lite Configuration-SDL dill ia(ii IiltItlEil�#lii� Nominal Glass Width-40 Bar Width-7/8 '':== i t t.; Nominal Glass Height-40 Exterior Bar Profile-Colonial • _ti€ "' ';° P Overall Jamb Width-45 5/16 Interior Bar Profile-Colonial illi i I:; i+.',,.sii i i!i i.!, r Jamb Height-89 1/8 Grille/TDUSDL Location Top Sash iPi{1Si:ih:it I�liti;l;ti6; R/O Width-46 5116 SDL GIA Material-Adobe Spacer ......_.....__ Overall RIO Width-46 5/16 Number Lltes Wide-2 5`t RIO Height-89 5/8 Number Lites High-1 :i>$i;iill':s sii'iniii' Glass Width-39 7/8 Performance Upgrade-Yes i1 ii;iii�144liiiiiili; Glass Height-39 11/16 Screen/Storm-Full Screen i°'•:i0 -`-1!tai-'--'t4 Operating Code-Top Sash Stationary Screen/Storm Color-White - -__ _-- Exterior Frame Finish-Aluminum Clad Pkg Scr/Storm Separate-Yes Exterior Sash Finish-Aluminum Clad PO: 35652GBWL Per Unit: Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION: B-1 (DP 55) 'Item Number: 4 Legacy Aluminum Paint Finish-AAMA 2605 Quantity: 2 Double Hung Tilt"New" Exterior Color-White Total Jamb To Jamb: 45 5/16 X 89 1/8 Rectangle Overall 4amb Depth-6 11/16 Total Rough Opennng: 46 5/18 X 89 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Slzing Method-Nominal Glass Size Tempered-All Sash . _ . Nominal Glass Size-40 X 40 Lite Configuration-SDL :iiad"'"`" Nominal Glass Width-40 Bar Width-7/8 j ij i iiiiflli Nominal Glass Height-40 Exterior Bar Profile-Colonial • - _ -'�' '`!`= Overall Jamb Width-45 5/16 Interior Bar Profile-Colonial �l�T T Jamb Height-891/8 Grille/TDUSDL Location-Top Sash Iiiiiili!iRii :fiiiiiiialii WO Width-46 5/16 SDL GIA Material-Adobe Spacer Overall R/O Width-46 5/16 Number Lites Wide-2 igmilloPiligkt.ib R/O Height-89 5/8 Number Lltes High-1 f,II _I N Glass Width-39 7/8 Performance Upgrade-Yes e>i;''s r`Tiro �rii Glass Height-39 11/16 Screen/Storm-Full Screen • sl1it�'R t...if%iNi;ii Operating Code-Top Sash Stationary Screen/Storm Color-White i_-ii ii;_utiK!iiii}!i'/l�_ Exterior Frame Finish-Aluminum Clad Pkg Scr/Storm Separate-Yes = Exterior Sash Finish-Aluminum Clad PO: 35652GBWL Per Unit Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION: B-2(DP 55) Item Number: 5 Legacy Aluminum Paint Finish-AAMA 2605 Quantity, 2 Double Hung Tilt*New' Exterior Color-White Total Jamb To Jamb: 41 5/16 X 89 1/8 Rectangle Overall Jamb Depth-6 11/16 Total Rough Opening: 42 5/16 X 89 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Tempered-Bottom Sash Nominal Glass Size-36 X 40 Lite Configuration-SDL 1:i'�'r?%: Nominal Glass Width-36 Bar Width-7/8 =W '•l=.'':i?'.- Nominal Glass Height-40 Exterior Bar Profile-Colonial r-; :ii-- . Overall Jamb Width-41 5/16 Interior Bar Profile-Colonial Tau fIOF iifi ij tiiii;liisli�ii i iilr Jamb Height-89 1/8 Grille/TDUSDL Location-Top Sash "milihilit R/O Width-42 5/16 SDL GIA Material-Adobe Spacer ,. - _ Overall R/O Width-42 5/16 Number Lites Wide-2 `I Iiji;;ti;:R;�Li,Ii;' R/O Height-89 5/8 Number Lites High-1 ��,!'!iI• i�i� l:ri+i Glass Width-35 7/8 Performance Upgrade-Yes _ __ Glass Height-39 11/16 Screen/Storm-Full Screen 1_' I Operating Code-Top Sash Stationary Screen/Storm Color-White ,,gilhi,aiF?;;,iPM Exterior Frame Finish-Aluminum Clad Pkg Scr/Storm Separate-Yes Exterior Sash Finish-Aluminum Clad PO: 35652GBWL Per Unit: Ext Price: Weather Shield CustomQuote Systenimi 2.16.0 S=i Page 2 of 15 Copyright 2002 Weather Shield Mfg.,Inc. `w'` • Weather Shield Mfg.,Inc: ; . ORDER DETAIL • • P.O.Bot309 -. System#:319916097 Medford,WI 54451.. CO Prj#:685844 ° • Phone:715.748-2100. Dealer Prj#:5576 • Fax:600-222-2146 Printed:12/17/2008 3:07:55 PM JOB NAME: PADDISON/CRITZ RES - LOCATION: C(DP 55) '• Item Number: 6 ' Legacy Aluminum Paint Flnlsh-AAMA 2605 Quantity: 4 Double Hung Tilt'New° Exterior Color-White Total Jamb To Jamb: 25 5/16 X 89 1/8 Rectangle Overall Jamb Depth-6 11/16 Total Rough Opening: 26 5/16 X 89 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Tempered-Bottom Sash Nominal Glass Size-20 X 40 Lite Configuration-SDL :::1::-4!:: Nominal Glass Width-20 Bar Width-7/8 • . Nominal Glass Height-40 Exterior Bar Profile-Colonial `i} Overall Jamb Width-25 5/16 Interior Bar Profile-Colonial lit}:tif( Jamb Height-89 1/8 Grille/TDL/SDL Location-Top Sash•,.,, _-..._ R/O Width-26 5/16 SDL GIA Material-Adobe Spacer Overall R/0 Width-26 5/16 Number Lites Wide-2 'L`�i R/O Height-89 5/8 Number Lltes High-1 i �i Glass Width-19 7/8 Performance Upgrade-Yes Ii,i�}g,jii,j Glass Height-39 11/16 Screen/Storm-Full Screen .;4402 ,Operating Code-Top Sash Stationary Screen/Storm Color-White _ Exterior Frame Finish-Aluminum Clad Pkg Scr/Storm Separate-Yes Exterior Sash Finish-Aluminum Clad PO: 35652GBWL Per Unit: Ext.Price: JOB NAME: PADDISON/CRITZ RES .• LOCATION: D(DP 55) . Item Number: 7 • Legacy Aluminum Paint Finish-AAMA 2605 Quantity: 2 Double Hung lilt New Exterior Color-,White Total Jamb To Jamb: 41 5/16 X 57 1/8 Rectangle Overall Jamb Depth-6 11/16 • Total Rough Opening: 42 5/16 X 57 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E . Sizing Method-Nominal Glass Size Lite Configuration-SDL • - Nominal Glass Size-36 X 24 Bar Width-7/8 ;-t;i;iii;iii;i i i iii i;ai• Nominal Glass Width-36 Exterior Bar Profile-Colonial 1,1!it f ii.Vi/ i i timid- Nominal Glass Height-24 Interior Bar Profile-Colonial ; Overall Jamb Width-41 5/16 GnIIe/TDUSDL Location Top Sash : Y- : = Jamb Height 57 1/8 SDL GIA Material Adobe Spacer lift;i:;:'i;a?: iii:r;?;i;;ii iii .•R/O Width-42 5/16 Number Lites Wide-2 ,.,,.r, ,.,,_r; Overall R/O Width-42 5/16 Number Lites High-1 _ - R/O Height-57 5/8 Performance Upgrade-Yes -_ - _ = Glass Width-36 7/8 Screen/Storm-Full Screen ::,,,H'' """` "' Glass Height-23 11/16 Screen/Storm Color-White slii}'}'.i tii it Illii'i li})#4111€iii i. Operating Code-Operating Pkg Scr/Storm Separate-Yes Exterior Frame Finish-Aluminum Clad Exterior Sash Finish-Aluminum Clad PO: 35852GBWL Per Unit: Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION: F(DP 55) • Page 3 of 15 Weather Shield CustomQuote SystemTM 2.16.0 s a Copyright 2002 Weather Shield Mfg.,Inc. '..t-: flyi, •Weather Shield.Mfg,,Inc. ORDER DETAIL• System#:319916097 .,_,. 5 .0..Box 308• WEJtTNEfL'I/ .. lit'. SHi I.D.;4 . Medford;WI 54451 CO Prj/,:685844 ,y • ' Phone:715-748-2100 Dealer Pr]#:5576 • lic r a • Fax:800-222-2146 • • • '. Printed: 12/17/2008 3:07:55 PM . Item Number: 6 Legacy - Aluminum Paint Finish-AAMA 2605 Quantity:. 1 • Double Hung Tilt'New" Exterior Color-White . Total Jamb•To Jamb: 25 5/16 X 89.1/8 Rectangle Overall Jamb Depth-6 11/16 Total Rotigh Opening: 26 5/18 X 89 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Tempered-Bottom Sash Nominal Glass Size-20 X 40 Lite Configuration-SDL '- Nominal Glass Width-20 Bar Width-7/8 ii;j` ;ilt;i Nominal Glass Height-40 Exterior Bar Profile-Colonial �'!:.E'' Overall Jamb Width-25 5/16 Interior Bar Profile-Colonial Jamb Height-691/8 GrIIIe/TDLISDL Location-Top Sash iii;7E RIO Width-26 5/16 SDL GIA Material-Adobe Spacer 4,,, Overall R/O Width-26 5/16 Number Lites Wide-2 %'I;E'i WO Height-89 5/8 Number Lites High-1 • Glass Width-19 7/8 Performance Upgrade-Yes iiiimOli Glass Height-39 11/18 Screen/Storm-Full Screen g,ii{ Operating Code-Top Sash Stationary ry Screen/Storm Color-White ,;; • •• " '• . Weather Shield Mfg;;Inc, •• ' ORDER DETAIL • . •P.O:Box 309 • • . ' System#:319916097 • Medford,WI 54451 ' • CQ Pd#:685844 Phone:715.748.2100 Dealer Prj tl:5576 • • Fax:800-222-2146.. Printed:12/17/2008 3:07:55 PM 2"LVL VERTICAL STRUCTURAL MULL _.-. _•-_..__.— I 'PO: 35652GBWL - . JOB NAME: PADDISON/CRITZ RES LOCATION: G-2(DP 55) Item Number: 9.04 Legacy Aluminum Paint Finish-AAMA 2605 Quantity: 1 Double Hung Tilt New Exterior Color-White Jamb To Jamb: 29 5/16 X 89 1/8 Rectangle Overall Jamb Depth-6 11/16 Rough Opening: 30 5/16 X 89 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Tempered-Bottom Sash Nominal Glass Size-24 X 40 Lite Configuration-SDL Nominal Glass Width-24 Bar Width-7/8 Nominal Glass Height-40 Exterior Bar Profile-Colonial Overall Jamb Width-29 5/16 Interior Bar Profile-Colonial Jamb Helght-89 1/8 Grille/TDUSDL Location-Top Sash R/O Width-30 5/16 SDL GIA Material-Adobe Spacer Overall R/O Width-30 5/16 Number Lites Wide-2 R/O Height-89 5/8 Number Lites High-1'. Glass Width-23 7/8 Performance Upgrade-Yes Glass Height-39 11/16 Screen/Storm-Full Screen Operating Code-Top Sash Stationary Screen/Storm Color-White . Exterior Frame Finish-Aluminum Clad Pkg Scr/Storrn Separate-Yes Exterior Sash Finish-Aluminum Clad Mull To-Right of 9.02 • PO: 35652GBWL JOB NAME: PADDISON/CRITZ RES LOCATION: G-2(DP 55) Item Number: 10 • Legacy ' • Aluminum Paint Finish-AAMA 2605 Quantity: . 1 Double Hung Tilt'New' Exterior Color-White - Total Jamb To Jamb: 25 5/16 X 89 1/8 Rectangle Overall Jamb Depth-6 11/16 Total Rough Opening: 26 5/16 X 89 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Tempered-All Sash Nominal Glass Size-20 X 40 Lite Configuration-SDL it Ft.; Nominal Glass Width-20 Bar Width-718' ;''' ii'' Nominal Glass Height-40 Exterior Bar Profile-Colonial hi' i'i: Overall Jamb Width-25 5/16 Interior Bar Profile-Colonial _-Mi Jamb Height-89 1/8 Grille&TDL/SDL Location-Top Sash R/O Width-26 5/16 SDL GIA Material-Adobe Spacer ,., Overall R/O Width-26 5/16 Number Lites Wide-2 .1;iiali;r ii R/O Height-89 5/8 Number Lites High-1 Glass Width-19 7/8 Performance Upgrade-Yes - -- Glass Height3911/16 Screen/Storm-Full Screen - Operating Code-Top Sash Stationary Screen/Storm Color-White Kiu,lac- ; -€ Exterior Frame Finish-Aluminum Clad Pkg Scr/Storm Separate-Yes Exterior Sash Finish-Aluminum Clad PO: 35652GBWL Per Unit: Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION: G-3(DP 55) Weather Shield CustomQuote System 2.16.0 ls4-y.'`511 Page 5 of 15 Copyright 2002 Weather Shield Mfg.,Inc. ir'...' • f/' Weather Shield Mfg.;Inc; -.: ORDER DETAIL ''44. =l P.O.Box 309' - • System#:319916097 '•maraca-I/. Y #: 1;•.. SHIELD Medford,Wt 54451 CQ Prj#: 685844 1r Phone:.715-748-2100 Dealer Prj#:5576 \ .e Fax:•800-222-2146 • Printed: 12/17/2008 3:07:55 PM•Item Number: 12 • • . Legacy_ Quantity: ., . . 1 . Generic Mull and Stack Total Jamb.To Jamb: 60 5/8 X 891/8 .• . Combination Total Rough Opening: 81 5/8 X 89 5/8 Exterior Color-White _ Overall R/O Width-61 5/8 Overall Jamb Depth-6 11/16 - - - itis Pkg Scr/Storm Separate-Yes %. ,.;,,,3,; 641.;+,.;:;;C . i irr T; i gfi!∎14)igil '?ilUiiiiiit! 6:111R;6 PO: 35652GBWL Per Unit: Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION: H(DP 55) Item Number: • 12.02 Legacy Exterior Color-White Quantity: 1 Double Hung Tilt'New' Overall Jamb Depth-6 11/16 Jamb To Jamb: 29 5/16 X 891/8 Rectangle Glass Type-Insulated Low E Rough Opening: 30 5/16 X 89 5/8 Product Arrangement-1 Wide Tempered-Bottom Sash Sizing Method-Nominal Glass Size Lite Configuration-SDL • Nominal Glass Size-24 X 40 Bar Width-7/8 Nominal Glass Width-24 Exterior Bar Profile-Colonial Nominal Glass Height-40 Interior Bar Profile-Colonial Overall Jamb Width-29 5/16 Grille/TDUSDL LocationTop Sash Jamb Height-89 1/8 SDL GIA Material-Adobe Spacer R/O Width-30 5/16 Number Lites Wide-2 Overall R/O Width-30 5/16 Number Lites High-1 R/O Height-89 5/8 Performance Upgrade-Yes Glass Width-23 7/8 Screen/Storm-Full Screen Glass Height-39 11/16 Screen/Storm Color-White Operating Code-Top Sash Stationary Pkg Scr/Storm Separate-Yes Exterior Frame Finish-Aluminum Clad Spread Mull Right-2-Solid Spread mull Exterior Sash Finish-Aluminum Clad Mull To-Left of 12.04 A luminum Paint Finish-AAMA 2805 Additional Item Comments 2"LVL VERTICAL STRUCTURAL MULL PO: 35652GBWL JOB NAME: PADDISON/CRITZ RES LOCATION: H(DP 55) Page 6 of 95 Weather Shield CustomQuote System T" 2.16.0 f Copyright 2002 Weather Shield Mfg.,Inc. • Weather Shield Mfg.,Inc, ORDER DETAIL•• f----. _-, / P.O..Box 309 ' - System#:319916097 - 'WEAtHER i/ . '►,, SH lD s Medford;WI 54451 CO Prj#:685844 • Fir • • Phone:715.748.2100 • Dealer Prj#:5576 • a Fax:800-222-2146 • • . - Printed:12/17/2008 3:07s5 PM • Item Number 12.04 . Legacy Aluminum Paint Finish-AAMA 2805 . • Quantity; 1 . Double Hung Tilt New Exterior Color-White • Jamb To Jamb: 29 5%16 X 89 1/8 Rectangle Overall Jamb Depth-6 11/16 Rough Opening: • 30 5/16 X 89 5/8 . Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Tempered-Bottom Sash Nominal Glass Size-24X 40 Lite Configuration-SDL Nominal Glass Width-24 Bar Width-7/8 • Nominal Glass Height-40 Exterior Bar Profile-Colonial Overall Jamb Width-29 5/16 Interior Bar Profile-Colonial Jamb Height-891/8 GrilleITDUSDL Location-Top Sash R/O Width-30 5/16 SDL GIA Material-Adobe Spacer Overall R/O Width-30 5/16 Number L1tes Wlde-2 R/O Height-89 5/8 Number Lites High-1 Glass Width-23 7/8 Performance Upgrade-Yes • Glass Height-39 11/16 Screen/Storm-Full Screen Operating Code-Top Sash Stationary Screen/Storm Color-White Exterior Frame Finish-Aluminum Clad Pkg Scr/Storm Separate-Yes Exterior Sash Finish-Aluminum Clad Mull To-Right of 12.02 PO; 35652GBWL JOB NAME: PADDISON/CRITZ RES LOCATION: H(DP 55) Item Number: 13 Legacy Aluminum Paint Finish-AAMA 2805 Quantity: 3 Double Hung Tilt'New Exterior Color-White Total Jamb To Jamb: 25 5/16 X 89 1/8 Rectangle .., Jamb Depth-6 11/16, Total Rough Opening: 26 5/16 X 89 5/8 Product Arranement-1 Wide Glass Type-Insulated Low E • Sizing Method-Nominal Glass Size Tempered-Bottom Sash i Nominal Glass Size-20 X 40 Lite Configuration-SDL . "'i Nominal Glass Wldth-20 Bar Width-7/8 . r j,l{ ;;,;; Nominal Glass Height-40 Exterior Bar Profile-Colonial.r. '-i Overall Jamb Width-25 5/16 Interior Bar Profile-Colonial -- Jamb Height-89 1/8 Grille/TDUSDL Location-Top Sash `}.i;..- R/O Width-26 5/16 SDL GIA Material-Adobe Spacer , V.� .•Overall R/O Width-26 5/16 Number Lites Wide-2 iits;.;n; 'R/O Height-89 5/8 Number Lites High-1 Glass Width-19 7/8 Performance Upgrade-Yes i p Glass Height-39 11/16 Screen/Storm-Full Screen ;;:i'. Operating Code-Top Sash Stationary Screen/Storm Color-White• • c 1�1137i1? I .l,m,,7, Exterior Frame Finish Aluminum Clad Pkg Scr/Storm Separate-Yes Exterior Sash Finish-Aluminum Clad PO: 35652GBWL Per Unit: Ext.Price; JOB NAME: PADDISON/CRITZ RES LOCATION: J-1 (DP 55) Item Number. 14 Legacy Aluminum Paint Finish-AAMA 2605 Quantity: 1 Double Hung Tilt"New' Exterior Color-White Total Jamb To Jamb: 25 5/16 X 89 1/8 Rectangle Overall Jamb Depth-6 11/16 Total Rough Opening: 26 5/16 X 89 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Tempered-All Sash Nominal Glass Size-20 X 40 Lite Configuration-SDL sis;' jni i Nominal Glass Width-20 Bar Width-7/8 j'-`it Nominal Glass Height-40 Exterior Bar Profile-Colonial - - Overall Jamb Width-25 5/16 Interior Bar Profile-Colonial r -' s. Jamb Height-89 1/8 Gnlle/TDUSDL Location-Top Sash ,,, :m:�i1: R/O Width-26 5/16 SDI,GIA Material-Adobe Spacer Overall R/O Width-26 5/16 Number Lites Wide-2 R/O Height-89 5/8 Number Lites High-1 i`i '�+ Glass Width-19 7/8 Performance Upgrade-Yes E f1#;,= �1, Glass Height-39 11/16 Screen/Storm-Full Screen - `'-----.. Operating Code-Top Sash Stationary Screen/Storm Color-White l:44-i54i Exterior Frame Finish-Aluminum Clad Pkg Scr/Storm Separate-Yes , . Exterior Sash Finish-Aluminum Clad PO: 35652GBWL Per Unit Ext.Price: Page 7 01 15 Weather Shield CustomQuote System 2.16.0 ;P Copyright 2002 Weather Shield Mfg.,Inc. • Weather Shield Mfg:,Inc. ORDER DETAIL • ° . : P.O.Box 309 • , . , System#:319916097 Medford;WI 54451 ' CQ Ptj#: 685844 •. Phone:715,748-2100 Dealer Prj#:5576 Faz:800-222-2146 Printed:12/17/2008 3:07:55 PM ' JOB NAME: PADDISON/CRITZ RES LOCATION: J-2(DP 55) • Item Number: 15 Legacy Aluminum Paint Flnlsh-AAMA 2605 Quantity 8 Double Hung Tilt"New' Exterior Color-White Total Jamb To Jamb: 37 5/16 X 65 1/8 Rectangle Overall Jamb Depth-6 11/18 Total Rough Opening: 38 5/16 X 65 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Lite Configuration-SDL Nominal Glass Size-32 X 28 Bar Width-7/8 F `• i' Nominal Glass Width-32 Exterior Bar Profile-Colonial ia.x.il!...1l 1)iliii7i�,1, Nominal Glass Height-28 Interior Bar Profile-Colonial :iig((6F; •c? i Overall Jamb Width-37 5/16 Grille/TDL/SDL Location-Top Sash .;-:::"_:-_" q:::1;;1411.----- Jamb Height-65 1/8 SDL GIA Material-Adobe Spacer E: iii `• RIO Width-38 5/16 Number Lites Wide-2 ,�t?;�;; t,'sii�l;j;F; -E � ° Overall RIO Width-38 5/16 Number Lites High-1 1i 1_ rit, R/O Height-65 5/8 Screen/Storm-Full Screen creen ,r i' _?_ Glass Width-31 7/8 Screen/Storm Color-White - = Glass Height-27 11/16 Pkg Scr/Storm Separate-Yes t'`• Operating Code-Operating i iiii;li�CiiSillllil;iiilik Exterior Frame Finish-Aluminum Clad Exterior Sash Finish-Aluminum Clad PO: 35652GBWL Per Unit Ext.Price: JOB NAME: PADD1SON/CRITZ RES . LOCATION: K-1 (DP 55) Item Number: 16 Legacy . Aluminum Paint Finish-AAMA 2605 Quantity: i 2 Double Hung Tilt'New' Exterior Color-White Total Jamb To Jamb: 37 5/16 X 65 1/8 Rectangle • Overall Jamb Depth-6 11/18 Total Rough Opening: 38 5/16 X 65 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Tempered All Sash Nominal Glass Size 32 X 28 Llte Contiguratlon-SDL = = -- == Nominal Glass Width-32 Bar Width-7/8 L'' `r Nominal Glass Height-28 Exterior Bar Profile-Colonial Tip 1 ai$1.1#i i ,Overall Jamb Width-37 5/16 Interior Bar Profile-Colonial li t.5:_a,:. 'a nn.! Jamb Height-65 1/8 GrilleITDL/SDL Location-Top Sash _=- R/O Width-38 5/16 SDL GIA Material-Adobe Spacer Overall R/O Width-38 5/16 Number Lites Wide-2 ji(iii siii'ifiili'ii;iii l R/O Height-65 5/8 Number Lites High-1 = i; ;iiiliI`si1�i!1,i,iiii; Glass Width 31 7/8 Screen/Storm-Full Screen :',i 1 yiji 1;ulr Glass Height-27 11/16 Screen/Storm Color-White ___ _ _ Operating Code-Operating Pkg Scr/Storm Separate-Yes Exterior Frame Finish-Aluminum Clad ' Exterior Sash Finish-Aluminum Clad PO: 35652GBWL Per Unit Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION: K-2(DP 55) Weather Shield CustomQuote System TM' 2.16.0 ;.f l' Page 8 of 15 Copyright 2002 Weather Shield Mfg.,Inc. v' /r WeafherShield Mfg,,Inc.- ORDER DETAIL "" _r•.- is : P.O:Box.309 ' • System#:319916097 WEATHER}i. Medford,WI 54451 •Y', 5HIEtD ;� CO Pr)#; 685844• asr-s air •Phone:715-748-2100 • ° • Dealer Prj#:5576 .a"a Fax:800-222-2146 '• Printed:12/17/2008 3:07:55 PM Item Number:• 17 Legacy Exterior Frame Finish-Aluminum Clad Quantity: 3 Double Hung Tilt'New' Aluminum Paint Finish-AAMA 2605 Total Jamb To Jamb: 45.6/16 X 691/8 X 64 7/16 Eyebrow IArchtop W/Legs Exterior Color-White Total Rough Opening: 46 5/16 X 69 5/8 Sizing Method-Jb to Jb/Frame Size Overall Jamb Depth-6 11/16 Nominal Glass Size- Jamb Liner Color-Wood Inserts Nominal Glass Width-40 Glass Type-Insulated Low E p=- - _ Nominal Glass Height-30 Tempered-Bottom Sash -`I s+:ial,,11,:14.jiiiiv-i 1 Jamb Width-45 5/16 Lite Configuration SDL is••, 3:401-ii il'r•,"i':• Jamb Center Height-69 1/8 Bar Width-7/8 I'Iiii;ii'�'`'= ' ``itit itat •Jamb Leg Height-64 7/16 Exterior Bar Profile-Colonial °` :a _::., :::• • Jamb Radius-57 3/32 Interior Bar Profile-Colonial R/O Width-46 5/16 GrilleJSDLITDL Location-Top Sash `i;l iiilil (P'; i l hill"i'i�� R/O Center Height-69 5/8 SDL GIA Material-Adobe Spacer ;,i,...._�._,::._,;, =;;._t R/O Leg Height 64 3/4 Number Lites Wide-2 i= R/O Radius-57 19/32 Number Lites High-1€ i _:NFL Fii— •; Glass Width-39 7/8 Performance Upgrade-Yes s;;ili ,{Fi'i.(ilrds{c'i}.„a: Top Glass Height-29 11/16 Screen/Storm-Full Screen Bottom Glass Height-29 11/16 Screen Color-White Operating Code-Top Sash Stationary Pkg Screens Separate-Yes , PO: 35652GBWL Per Unit: Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION: L-1 (DP 55) Item Number. 18 Legacy Exterior Frame Finish-Aluminum Clad Quantity: .1 Double Hung Tilt'Near Aluminum Paint Finish-AAMA 2605. Total Jamb To Jamb: ',45 5/16 X 691/8 X 64 7/16 Eyebrow/Archtop W/Legs Exterior Color-White . Total Rough Opening: 46 5/16 X 69 5/8 Sizing Method-Jb to Jb/Frame Size Overall Jamb Depth-6 11/16 Nominal Glass Size- Jamb Liner Color-Wood Inserts �,. �� Nominal Glass Width-40 Glass Type-Insulated Low E r :iii ii IN,.r;tifi, 7ii7 ih Nominal Glass Height-30 Tempered-All Sash �aEmiw s :itNtiijsijir at Jamb Width-45 5/16 Lite Configuration-SDL �.y. g igli.'I;tg;llil_i!lllts ` •`_Ft:_ -- �_: Jamb Center Height-691/8 Bar Width-7/8 --== =_t===1 :Jamb Leg Height-64 7/16 Exterior Bar Profile-Colonial nip';: '�i =^ ' Jamb Radius-57 3/32 Interior Bar Profile-Colonial iti l �il,if illsi{fl;l R/O Width 46 5/16 Grille/SDLTI-DL Location-Top Sash :r=4}: j,;.,,;, R/O Center Height-69 5/8 SDL GIA Material-Adobe Spacer _-- __ _- = _ R/O Leg Height-64 3/4 Number Lites Wide-2• ^; ii� =11 RIO Radius-5719/32 • Number Lltes High-1 • iS firIg a_:`rigggy:_; :;:: otli#3aAAiis 1 h;iiirrii:(i Glass Width-39 7/8 Performance Upgrade-Yes +••,•i�6 r:• �•.•�•�.��,�:.�•r• Top Glass Height-29 11/16 Screen/Storm-Full Screen Bottom Glass Height-29 11/16 Screen Color-White Operating Code-Top Sash Stationary Pkg Screens Separate-Yes PO: 35652GBWL Per Unit Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION: L-2(DP 55) Item Number: 19 Legacy Aluminum Paint Flnlsh-AAMA 2805 Quantity: 2 Double Hung Tilt New Exterior Color-White Total Jamb To Jamb: 37 5/16 X 41 1/8 Rectangle Overall Jamb Depth-6 11/16 Total Rough Opening: 38 5/18 X 41 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Lite Configuration-SDL Nominal Glass Size-32 X 16 Bar Width-7/8 Nominal Glass Width-32 Exterior Bar Profile-Colonial l Nominal Glass Height-16 Interior Bar Profile-Colonial fli%f(fi ili!!iitiiij IT 11EIi i Bil lil{E;; ( Overall Jamb Width-37 5/16 Grille/TDLJSDL Location Top Sash - =.,- :ut 4;4:::: Jamb Height-41 1/8 SDL GIA Material-Adobe Spacer : _•. R/O Width-38 5/16 Number Lltes Wide-2 I_r.;;i ;i i i;i;:;r,z i, i ..:. Overall R/O Width-38 5/16 Number Lites High-1 .a,, �,.ai; R/O Height-41 5/8 Screen/Storm-Full Screen -__E_ -_='_''_' '"''`_'`"_= Glass Width-31 7/8 Screen/Storm Color-White - - == - Glass Height-15 11116 Pkg Scr/Storm Separate-Yes ENT iEi!si%;=3i•i!%ikl'i, . Operating Code-Operating Exterior Frame'Finish-Aluminum Clad Exterior Sash Finish-Aluminum Clad Page 9 of 15 Weather Shield CustomQuoto System"" 2.16.0 Pr'1 g Copyright 2002 Weather Shield Mfg.,Inc. -' • •WeatharShield Mfg:,'Inc.. • . • • ORDER DETAIL •_ P.O.Box•309 ' ' • , System#:319916097 • Medford;WI Prj#:685844 . . Phone:715-748-2100 •• • Dealer Prj#•5576 Fax:800-222-2146 . • Printed:12/17/2008 3:07:55 PM PO: ' . 35652GBWL Per Unit: Ext.Price: • JOB NAME: PADDISON/CRITZ RES LOCATION: • 'r l(DP 55) • Item Number. 20 Legacy Quantity: 1 Generic Mull and Stack Total Jamb To Jamb: 60 5/8 X 65 1/8 Combination Total Rough Opening: 61 5/8 X 65 5/8 Exterior Color-White Overall R/O Width-61 5/8 Overall Jamb Depth-6 11/16 ililiit!t Ai]i;i pl,tiitl;slip�_ Pkg Scr/Storm Separate-Yes :-.: WT t iifil i = z �F t..l,( ';:t' it it iitli;.;a.,■ ...m...' ''._ :,q:!iLa illiti: uu:,igi iiiiiifiii!illiEiiiiiiiifi igiN iiiilirM P0: 35652GBWL Per Unit: Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION: N(DP 55) t, ti Item Number. 20.02 Legacy 4 Aluminum Paint Finish-AAMA 2606 . Quantity: 1 ,. • Double Hung Tilt'New' • ' Exterior Color-White • Jamb To Jamb: 29 5/16 X 651/8 Rectangle Overall Jamb Depth-6 11/16 Rough Opening: 30 5/16 X 65 5/8 Product Arrangement-1 Wide • Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Lite Configuration-SDL . Nominal Glass Size-24 X 28 Bar Width-7/8 . • Nominal Glass Width-24 Exterior Bar Profile-Colonial ' Nominal Glass Height-28 Interior Bar Profile-Colonial Overall Jamb Width-29 5/16 Grille/TDUSDL Location-Top Sash Jamb Height-851/8 SDL GIA Material-Adobe Spacer R/O Width-30 5/16 Number Lites Wide-2 Overall R/O Width-30 5/16 Number Lites High-1 R/O Height-65 5/8 Screen/Storm-Full Screen Glass Width-23 7/8 Screen/Storm Color-White Glass Height-27 11/16 Pkg Scr/Storm Separate-Yes Operating Code-Operating Spread Mull Right-2-Solid Spread mull Exterior Frame Finish-Aluminum Clad Mull To-Left of 20.04 Exterior Sash Finish-Aluminum Clad Additional.Item Comments 2"LVL VERTICAL STRUCTURAL MULL P0: 35652GBWL JOB NAME: PADDISON/CRITZ RES LOCATION: N(DP 55) Pa a 10 of 15 Weather Shield CustomQuote System 2.16.0 ;f;c,�r• 9 Copyright 2002 Weather Shield Mfg.,Inc. '`�" it,,, V/1(s. . Weather Shield Mfg:,,Inc. ORDER DETAIL• •G1 ,/ I P.Q.Box 309 • system#:319916097 WEATHER.1/ • • • y >'.. sin to t< Medford,WI 54451 CQ Prj#:685844 "mss Phone:715-748-2100 Dealer Prj#:5576 0 ' Fax:800-222-2146 Printed:12/17/2008 3:07:55 PM • Item Number: • 20.04 Legacy Aluminum Paint Finish-AAMA 2605 Quantity. 1 Double Hung Tilt New Exterior Color-White Jamb To Jamb: 29 6/16 X 651/8 • : Rectangle Overall Jamb Depth-6 11/16 Rough Opening: 30 5116 X 65 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Lite Configuration-SDL Nominal Glass Size-24 X 28 Bar Width-7/8 Nominal Glass Width-24 Exterior Bar Profile-Colonial Nominal Glass Height-28 Interior Bar Profile-Colonial Overall Jamb Width-29 5/18 Grllle/TDL/SDL Location-Top Sash Jamb Height 65 1/8 SDL GIA Material-Adobe Spacer R/O Width-30 5/16 • Number Lites Wide-2 Overall R/0 Width-30 5/16 Number Lites High-1 R/O Height-65 5/8 Screen/Storm-Full Screen Glass Width-23 7/8 Screen/Storm Color-White Glass Height-27 11/16 Pkg Scr/Storm Separate-Yes Operating Code-Operating Mull To-Right of 20.02 Exterior Frame Finish-Aluminum Clad Exterior Sash Finish-Aluminum Clad PO: 35652GBWL JOB NAME: PADDISON/CRITZ RES LOCATION: N(DP 55) Item Number: 21 Legacy Aluminum Paint Flnlsh-AAMA 2605 Quantity: 3 Double Hung Tilt"New' Exterior Color-White Total Jamb To Jamb: 25 5/16.X 851/8 Rectangle Overall Jamb Depth-611/16 Total Rough Opening: 26 5/1€,5(65 5/8 Product Arrangement-1 Wide: Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Lite Configuration-SDL Nominal Glass Size-20 X 28 Bar Width-7/8 . • —- • Nominal Glass Width-20 Exterior Bar Profile-Colonial • - Nominal Glass Height-28 Interior Bar Profile-Colonial li;' i':�r Overall Jamb Width-25 5/16 • GNIe/TDUSDL Location-Top Sash I,lllii;;,1i14 Jamb.Height-65 1/8 SDL GIA Material-Adobe Spacer • .__.. _..._-. R/O Width-26 5/16 Number Lites Wide-2 Overall R/O Width-26 5/16 Number Lites High-1. 1NOM R/O Height-65 5/8 • Screen/Storm-Full Screen i€f41l3ili Glass Width-19 7/8 Screen/Storm Color-White Glass Height-27 11/16 Pkg Scr/Storm Separate-Yes __ =_ _ Operating Code-Operating •-- •-_ Exterior Frame Finish-Aluminum Clad Exterior Sash Finish-Aluminum Clad PO: 35652GBWL Per Unit Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION: P-1 (DP 55) Item Number. 22 Legacy Aluminum Paint Finish-AAMA 2605 Quantity: 1 Double Hung Tilt New Exterior Color-White Total Jamb To Jamb: 25 5/16 X 65 1/8 Rectangle Overall Jamb Depth-6 11/16 Total Rough Opening: 26 5/16 X 65 5/8 Product Arrangement-1 Wide Glass Type-Insulated Low E Sizing Method-Nominal Glass Size Tempered-All Sash Nominal Glass Size-20 X 28 Lite Configuration-SDL i; Et Nominal Glass Width-20 Bar Width-7/8 PR:gP,1 Nominal Glass Height-28 Exterior Bar Profile-Colonial :i?tihi i4. :ii1i1 Overall Jamb Width-25 5/16 Interior Bar Profile-Colonial 1= (E ,a Jamb Height-651/8 Grille/TDUSDL Location-Top Sash RIO Width-26 5/16 SDL GIA Material-Adobe Spacer Overall RIO Width-26 5/16 Number Lites Wide-2 VOW R/O Height-65 5/8 Number Liles High-1 p7-:::ii -ti Glass Width-19 7/8 Screen/Storm-Full Screen i -= ' ' Glass Height-27 11/16 Screen/Storm Color-White iitiifrgrnl,n� ;.k.,:i ire t.,,:l Operating Code-Operating Pkg Scr/Storm Separate-Yes -i:,,is:;.alitslyi Exterior Frame Finish-Aluminum Clad Exterior Sash Finish-Aluminum Clad PO: • 35652GBWL • Per Unit: Ext,Price: Page 11 of 15 Weather Shield CustomQuote System TM 2A 6.0 ,Ic Copyright 2002 Weather Shield Mfg.,Inc. v: Weather Shield Mfg.,'Inc' : ORDER DETAIL • - . P.O.Box 309, System#:319916097 . 'Medford,WI 54451 ' • CQ Prj#:685844 . Phone:715-748-2100 . . Dealer Prj#:5576• Fax:800-222-2146 Printed: 12/1712008 3:07:55 PM JOB NAME: PADDISON/CRITZ RES LOCATION: P-2(DP 55) . • Item Number: '23 Weather Shield Outside Jamb Option-Fingerjoint • Quantity. 1 • FD Side Hinge 21-70MM Glass Type-Insulated Low E Total Jamb To Jamb: 59 1/4 X 82 1/32 Rectangle Glazing Bead Type-Flush Bead Total Rough Opening: 60 X 82 1/2 Product ID-8610 Lite Configuration-SDL Sizing Method-Call Out Bar Width-7/8 Standard Size-Yes Exterior Bar Profile-Colonial Call Out Height 6-0 BaerMa Bar Prnee-Colonial r Si Jamb Width-59 114 SDL GIA Material-Adobe Spacer r fi ,1111 it„,F Jamb Height-821/32 Number Lltes Wlde•2 rif>1 � -- --� R/O Width-60 NumberLites High-5 R/O Height-82112 Lock Options-3 Point Lock System �;:,j Glass Width-19 1/16 Lockset Style-Ashland Aron Top i,,, , ;,;i Escutcheon ` ;- Glass Height 67 5/16 Dummy Lockset-Dummy Lockset ` -` Operating Code-Outswing Right-D Lockset Location-Standard-38" Exterior Frame Finish Aluminum Clad Lockset Color-Oil Rubbed Bronze ' °"""" °"'-"' Exterior Insert Finish-Aluminum Clad Handle Extension-No Aluminum Paint Flnish AAMA 2605 Keyed Locks-Keyed Alike Exterior Color-White Hinge Type-Adjustable Hinge • Bottom Rail Option-7 1/2 Inch Hinge Color-Stainless Steel Overall Jamb Depth-6 11/18 Shoot/Flush Bolts-W/Handle Activated Shootbo • -' ,• Inside Jamb Option-Fingerjoint Screen-No Additional Item Comments "NO HANDLESETS" r • PO; 35652GBWL , Unit: Ext.Price: • • JOB NAME: PADDISON/CRITZ RES ' LOCATION: 113A-1 (DP 50) •. • ' Item Number; 24 ' Weather Shield Sash Profile-Colonial Quantity: 1 ' Casement Transom New Overall Jamb Depth-8 11/16 Total Jamb To Jamb: 59 1/4 X 16 Rectangle • Glass Type-Insulated Low E Total Rough Opening: 601/4 X 171/4 Product Arrangement-1 Wide Glazing Bead Type-Colonial Sizing Method-Jb to Jb/Frame Size Lite Configuration-SDL ' Glass Size- Bar Width-7/8 -_I_- _-__1 .�_i:;^ttsi,;;t_t1El a.ti !#'fi-_i;E s Glass Width-55 1/4 Exterior Bar Profile-Colonial l r'0 ii 3 is la:,i1 t :f�i i;,j i0s lr t: ; : Glass Height-11 7/8 Interior Bar Profile-Colonial •, ,,,,,,.:;,;,,,y,i.i:,<<• g7;I:i;,::::if,.. .... - _ _- Jamb Wldlh-59 1/4 SDL GIA Material-Adobe Spacer Overall Jamb Width-59 1/4 Number Utes Wide-5 Jamb Height-16 Number Lites High-1 R/O Width-60 1/4 Overall R/O Width-60 1/4 R/O Height-17 1/4 Exterior Frame Finish-Aluminum Clad Exterior Sash Finish-Aluminum Clad Aluminum Paint Finish-AAMA 2605 Exterior Color-White AddltionaLltem CQa[nments ALIGNS ABOVE ITEM*123(DR#113A-1) PO: 35652GBWL Per Unit Ext_Price: JOB NAME: PADDISON/CRITZ RES LOCATION: 113A-2(DP 50) Weather Shield CustomQuote System"' 2.16.0 Pt}'t• Page 12 of 15 •; sl:, Copyright 2002 Weather Shield Mfg.,Inc. -v. . Ni Weather Shield Mfg.,Inc, ORDER DETAIL•' --=" r . P.O.Box 309 ' •• - System#:319916097 ;' SHIELD ,'s Medford,WI 54451 • , CQ Prj#:685844 rr Phone:715-748-2100 .• Dealer PrJ#:5576 .'r . Fax:800-222-2146 Printed:12117/2008 3:07:55 PM Item Number: 25 Weather Shield Inside Jamb Option-Fingerjoint Quantity. 1 '. FD Side Hinge 11-70MM Outside Jamb Option-FingerJolnt • Total Jamb To Jamb: 36 5/16 X82 1%32 Rectangle Glass Type-Insulated Low E Total Rough Opening; 37.1/16 X 82 1/2 Product ID-8610 Glazing Bead Type-Flush Bead Sizing Method-Call Out Lite Contlguratlon-SDL ' Standard Size-Yes Bar Width-7/8 I Call Out Width-3-1 Call Out Height-6-10 Exterior Bar Profile-Colonial Interior Bar Profile-Colonial +•';:' Jamb Width 36 5/16 Bar Material Pine Ill i.f ,'� Jamb Height-82 1/32 SDL GIA Material-Adobe Spacer El ' Glass Width-25 1/16 Number Lites Wide-2 Glass Height 67 5/16 Number Lites High-5 t i.i ,Islp• : R/O Width-371/16 Lock Options-3 Point Lock System 1,E�'`I• . R/O Height-821/2 Lockset Style-Ashland Arch Top Escutcheon Operating Code Outswing Right D Lockset Location-Standard-36" Exterior Frame Finish-Aluminum Clad Lockset Color-Oil Rubbed Bronze ek/weri Exterior Insert Finish-Aluminum Clad Handle Extension-No . Aluminum Paint Finish-AAMA 2605. Keyed Locks-Keyed Alike . ' Exterior Color-White Hinge Type-Adjustable Hinge Bottom Rail Options-7 1/2 Inch Hinge Color-Stainless Steel _ Overall Jamb Depth-611/16 ,Screen No Additional Item Comments NO HANDLESET" PO: 35652GBWL Per Unit: Ext Price: JOB NAME: PADDISON/CRITZ RES ' LOCATION: 201A(DP 50) Item Number: 26 Weather Shield Inside Jamb Option-Fingerjoint Quantity: 1 FD Side Hinge 11-70MM Outside Jamb Option-Fingerjoint Total Jamb To Jamb: 36 5/16 X 82 1/32 Rectangle Glass Type-Insulated Low E• Total Rough Opening:. 37 1/16 X 82 1/2 Product ID-8610 Glazing Bead Type-Flush Bead Sizing Method-Call Out Liite ConfigurationSDL .. i Standard Size-Yes Bar Wldth-7/8 (•r•�i•' ? Call Out Width-3-1 Exterior Bar Profile-Colonial 1li f E. ' Call Out Height-6-10 Interior Bar Profile-Colonial i Jamb Width-36 5/16 Bar Material•Pine Jamb Helght-821/32 SDL GIA Material-Adobe Spacer --°•- Glass Width-25 1/16 Number Lites Wide-2 'sJliift: t•iisrt; 4irlie .1:RI:i�` Glass Height 67 5/16 Number Lites High 5 EN R/O Width-37 1/16 Lock Options-3 Point Lock System Ft/0 Height-82 1!2 Lockset Style-Ashland Arch Top I Escutcheon Operating Code-0utswing Left C Lockset Location-Standard-36" Exterior Frame Finish-Aluminum Clad Lockset Color-Oil Rubbed Bronze , Cale'-" Exterior Insert Finish-Aluminum Clad Handle Extension-No Aluminum Paint Finish-AAMA 2605 Keyed Locks-Keyed Alike Exterior Color-White Hinge Type-Adjustable Hinge Bottom Rail Options-7 1/2 Inch Hinge Color-Stainless Steel Overall Jamb Depth-611/16 Screen-No Additional Item Comments "NO HANDLESET" PO: 35652GBWL Per Unit Ext_Price: JOB NAME: PADDISON/CRITZ RES LOCATION: 212A(DP 50) Weather Shield CustomQuote SystemTM 2.16.0 f"n'iII' Page 13 of 15 1:F'j- Copyright 2002 Weather Shield Mfg.,Inc. .. • A ;�' Weather Shield Mfg.,Inc: • ORDER DETAIL , i P.O.Box 309 system#:319916097 + WEatHFR I Y 514 ELI] ;c Medford,WI 54451 CO Ptj#:685844 ' ,m:3 0- r Phone:715-748-2100 • Dealer Prj#:5576 • .."1-W.a • Fax:800-222-2146 Printed:12/17/2008 3:07:55 PM • Item Number. 27 • Weather Shield Lockset Location-Standard-36" Quantity: 3 - FD Side Hinge 21-70MM Lockset Color-Bright Brass PVD Total Jamb To Jamb: Special Shape Handle Extension-No Total Rough Opening: Product ID-8510 Keyed Locks-Keyed Random Operating Code-Inswing Right-A Hinge Type-Adjustable Hinge Exterior Frame Finish-Aluminum Clad Hinge Color-Bright Brass Exterior Insert Finish-Aluminum Clad Shoot/Flush Bolts-Manual Flush Bolts Aluminum Paint Finish-Standard Screen-No Exterior Color-White Bottom Rail Option-7 1/2 Inch Inside Jamb Option-Fingerjoint — Outside Jamb Option-Fingerjoint Glass Type-Insulated Glazing Bead Type-Flush Bead Lite Configuration-1 Lite Lock Options-3 Point Lock System Lockset Style-Ashland Arch Top Escutcheon Dummy_Lockset-Dummy Lockset Additional Item Comments PART#943399 HDR 08 HNDLSET ACT KEYD ALK ARCH PLATE ORBZ PVD(7OMM) _ _••-, _ PO; 35652GBWL Per Unit: Ext.Price: JOB NAME: PADDISON/CRITZ RES LOCATION: Item Number. 28 Weather Shield Lockset Location-Standard-36" Quantity: 1 FD Side Hinge 21-70MM Lockset Color-Bright Brass PVD Total Jamb To Jamb: Special Shape Handle Extension-No Total Rough Opening: .Product ID-8510 Keyed Locks-Keyed Random Operating Code-Inswing Right-A Hinge Type-Adjustable Hinge Exterior Frame Finish-Aluminum Clad Hinge Color-Bright Brass Exterior Insert Finish-Aluminum Clad Shoot/Flush Bolts-Manual Flush Bolts Aluminum Paint Finish-Standard Screen-No Exterior Color-White Bottom Rail Option-7 1/2 Inch Inside Jamb Option-Fingerjoint Outside Jamb Option-Fingerjoint Glass Type-Insulated Glazing Bead Type-Flush Bead Lite Configuration-1 Lite Lock Options-3 Point Lock System Lockset Style-Ashland Arch Top Escutcheon Dummy Lockset-DUmmy_Lockset Additional Item Comments PART 11943411HDR 08 HNDLSET ACT INACT-FXD ARCH PLATE ORBZ PVD(70MM) PO: 35652GBWL Per Unit Ext.Price; JOB NAME; PADDISON/CRITZ RES LOCATION: Misc Item: Qty: Price: Less Discount: Tax Amt____Ext Price; ITEM 912&20-LVL STRUCTURAL MULLS 0 ITEMS 23 25 26 NO HANDLESET 0 _ Total $0.00 Weather Shield CustomQuote System'^ 2.16.0 Page 14 of 15 Copyright 2002 Weather Shield Mfg..Inc. • Weather Shield Mfg.,Inc. ORDER DETAIL ^`1NEArH 6R i) p-O:Box 309 System#:319916097 SHIELD: Medford,WI 54451 CQ Prj#:685844 ,IDr Phone:715-748-2100 Dealer Prj#:5576 ' ® Fax:800-222-2146 Printed:12/17(2008 3:07:55 PM Grand Total: Item prices and total prices may not Include all option charges. Refer to the Weather Shield Acknowledgement for updated pricing. • • Page 15 of 15 Weather Shield CustomOuote System bn^ m 2.16.0 ;S Copyright 2002 Weather Shield Mfg.,Inc. .( . „----,... 1 • .• . '‘. _..,..: . 0....... ...:, , "....i,.....f: .....mi,., Inspection Report • city of Tyhee Island 463 Butler Ave. P.O. Box 2749 Tvipec.: Island, GA 31328 Pitone.: (912) 786-4573 ext. 114 F7g.w: ( 12) 786-9539 _2 Permit No., ( J ei - 0 ::,) ',7,) .D Date Requested 12 -1 co - 0 1 e-- Owner's Name _j..C.Z 0. c-..,. . -...r) rm Date Needed I2 - 1 / - 0 W $ lifc,_144:1 js: ' Subcontractor , , r- - TIT Tar 1-) Contact Number ___ __ lP-__Tho__ -. __..* Os/...ryu2 7— __ Location ) .0.. j 0 I jj_,-, r.., . ,.... . ,.,1 • / I nspecto r , "I !6 Date of Inspection -. Type of Iril:sizpectJan i (41,,s,s-\ . -----....,i-\ ,4,- <,,,, V-e A r■S-I9e C:1 .' r- 3-3 : k nNo c k , - \..A.-) „..-->.,.,,, --- -- Pass [ 1 C) 7._ ,_,, , 05,14 p , -,- i--- -0, 0A , r:‘-•&.•74.--- — 1---1 \ , 55:1) IDq`l ks)2:2- (- ) 2./. ,‘ DOCQ I/4n 13;.):v '8?-10/ 0,3 \-0-- c17: 1-4'- ''''1.-11N --, (VI 1 (•/;4A-Z-1E4-) 1 •--Q . ,4''''.- ‘i ,,, i 1,A)OL(11 GA-0(i :f.::.) 1)(...)0 9 I IL. (l , i b-D. NI I-H i'',, ...5 -5----/ -7.ip, ,,-y,:f). (77-_,?i-4/1, v31 _ -1_,) i•-•. (a) ---)---)- - /4-.)'i) -ii::-_- -177.-:.::: \ 6A5 0:i.: --Pi-11::) .;--l": ,=;±.77'rj:" 1(.)Ci'=-2( 3 0 S-•(-1 i 3 ........• 1 t ,*.*1 . ) •• • '''- ,..;:fl Li".I•V,. , ..'- ••;.'' . •••S• ''s,::..I. .:-:!;•: 7nspectmon Report City of Tybee Island I 403 Butler Ave. I P.O. Box 2749 1 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 _ Fax: (912) 785-9539 Date Requested i 2 - 1 2- - 0 R -I) i ) • - , _..., OwnPr's Name 1 (..--A C::4 S 3.--, Date Needed li - ic- OW Gen. Contractor J i I Juali,r- t t b Suconracor › ,0,, r . 4--1,1 ,A,f, Contact NLIMber 1:5. f?„12- VV"•,-.10, •02 i 'CD -- cv 0 c \ f , LocatIon ___ i_10 Inspector iii I Date of inspection 1 2,1 )=, /(2 Type o ilispertion .r 0_,....)_0- --■ (Y`..-Q_ (._ k , 1/4_,I , Pass 4 • L---mi / /14'1/ Ifr;j\k '17()'` ; e."...) 4:-/4 A"A/4403-} ///- C<5°2,(a• th 1 1-. / le''' ft-c (1-4) )- li fi-..) /7 c ./.-0/ izZ 1 i (..._ (not_ po,,-riiziki "7‘) /417.44 Fac/44,03 /46 //33//4414621 1 -,„.. ••■ ...... Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 78 -4573 ext. 114 Fax: (912) 786-9539 Perm.it N . (13 - 3333 Date Requested _1), -5? - Owner's Name a . _ : son Date Needed . - S> "1"-- Gen, CotractorJ Lt,)r r)L.\-11 Subcontractor Contact Nimober 0,...Q.)-) Location lip a-I tot- 54', inspector 7 Date of Inspection Type of :inspection _ s- 0 id d a.on,e 00-"4".0 — Pass 1 cilks,9 Fail E] rt ,-spo c• 00 • ( AIL SI — 5 /Nr1/49 < C-ZA 11 • ---1' s 11 t—tt- s'it Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2149 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 _ Permit N.1, 1.--)?) 10 3 3 3 Date Requested 12 - -0 Owner's Name Ta_d_ci,S,DJI Date Needed (..... _ , Gen, Coni-raCtor' t,) Y T: I-,$ )-- Subcontractor _,,11 Contact Number 77\ ae. toraz_r- 2. 1 0 - ) (0 0 ,5-- La ratio n 1 LO ---ra.11_0 r 5--. , i I nspecto r ,,-7)(q Date of Inspection r clob _ Type of inspection • t- , c ( Zra rvsa 5 Caires) -ci41 1 13 .401 'k 01 .,) ---N-- -) • ' j ‘.. I 1 I —>A0 ) ' Fail I 1 , 1 i 1 \ ,d) .-1.Zia... 4„,i, .,y,.., \ e i ec ( in 6- -5/-I ":\0 ,-..,) - c_420, p 0 V ...., 3 0 ri.z. 14:4.24,7 - p)-1(..-; u 6Te..... i34,0)1.,Y,-.:, e:-.) , ;.. & . / . 14-J , 1 , l'a-: ; . , ■ ''.:.... :-:!;•: ji. 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. ,_Cin- (...2 :.) .. Date Requested LO- 21: (D___F4i Owner's Name _ . L aNeeded ti2- 1, CD,f-i_ Date /0 - C 7 .......,--...--,--.......„.......„ Gen. Contractor ( j / /Jr/Id—Subcontractor ,..., Contact Number i<,/?12 k _9 i 0 - / (iv 0 .-.- I - --.-..---- Location / (4- /1 / c 410r- -)4.- , 1 14 i / inspector Date of Inspection _104_____ - Type of inspection ______ Vil (2 /44.2.44e-r-fl _1. --- ----- / Pass a.'' Fail El Z _ , '4 11 • j•••• Inspection Report City ot Tybee lshrnd 4.33 Butler Ave. PA). Box 2749 jee Island, GA 31328 (912) 786-4573 ext. 114 Tc- x: (912) 786-9.539 Permit No, Rate Requested 0 q- Overwr's -arne r 6 Date Needed -1--7- -;— r,e Th Laqtract,:›r r Subcontractar- conct bf.r ; LocatIc • j:315;7' _____ Date of Inspection 564, 4 )0, ZatA Typ of inspe-ction 0- I c.) ryl gn Uk \ 0,\ r-04 r" 51 Y\ fr' -. • 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. 0?- 1)3 R.-5 Date Requested 09 - 0 3 Owner's Nan Date Needed lea)D&C. 9-0 q - 0 ?, Gen. Contractor i i ( c .5 Subcontractor Contact Number , • Location allasz4d Inspector Date of inspection- „ Type of Inspection Pass \ Fail - - _ _ 4 • ••• ••"':; -°•-• Inspection Report City of Tybee island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone; (912) 786-4.573 ext. 114 fax: (912) 7stfi-9514 Perr.i)?t o. nR - 3 .2) 3 natp rip„,.est,td 0 cim-0 . ownevs Mame a CA D Date Needed 0 - L3 - Gem Contractor _ 1. iorrulf. Subcontract°rj a Yvv.5 L.- ON-4-e Contact Number Tht j.) (C (0 - (e) 2 6 4- Location h_40 .a O /. Inspector (? Date of Inspection 4/3 /(-)b Type of Inspection „ _ ci„6--fit rz, 0 i . AnX Pass Fail • _ . _ • , 1 . . . , I -:- -_. V ■,, -.., ,-.__,. , •,-, ,4Y-:%••• •.,e, .., .,:i.:•••• -•,: • '-.',-i.',11:-:i:•: : -.1...111,1",.i• Inspection Report ...1 City of Tybee island 403 Butler Ave. P,.0. Box 2749 Tye e Island, GA 31328 POone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Date ilequestf.z_!4.1 03- 1 E-0 a' , cci •c--‘,1 v., Owner Mame 1 (r 1,-, ,-- ‘ Date Needed nx -2 --r---7----r- G e n, iT:onitTactor ‘,) !_ I Or n...93-. Subcontractor Contact Number ---,..A --r- ..---4., . . ..., Location 40 . i auflor" Inspect°r L_---7 l't ei/ A..)- Date oi Inspection , ZO _ ,.._ n Type of Inspection -1- D .-D'A-. -0--- vs. a..,,,\... Pass ----- 4 i 6,1k1 5/•777 id\i5P166-7 )6k) / wki--69cer- Fail Ej lif--? " haL .. ,,., 3/ 11 /,, ..e1//,.../ ' . 1 .1' 1- . /rd '' /Cr AI/-S-fr) ralA-71 CO:04Z ( 1 , 1 W i tt 4--eRyvb--if e., --\---ZEA4 T----tx.)A-‘ 16.--‘? t 5 1 Pi7- 6. •• ' ' )• • Inspection Report City of Tybee Island 403 Butler Ave. Box 7749 Thee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 2 2 Date Requested I - , Owner'5 am 0 r-M Date needed - ;e . Fil-rac-to r rsr:e '7- Rubroritractor ,AA G.Z r Contact Number (--.1 s o (i0 to --1 LozatiDn 0 / I nspector 1?) (217 Date of Iniipectin Type of Irp4p.F.:1717::lo 51! r OP L-3 Pass 2 Fail • qv **M************ -COMM. NAL- ******************* DATE AUG-04-20C k*** TIME 09:33 ******** MODE = MEMORY TRANSMISSION START=AUG-04 09:32 END=AUG-04 09:33 FILE NO.=635 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 3062646 001/001 00:01:06 -CITY OF TYBEE ISL. - ************************************ -CITY OF TYBEE - ***** - 912 786 9539- ********* r� * ti W J JN 1 V 7ls � y \ 44,. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan 937 Phone 912- (:)q-0333 , 4 `Fl acs•- 2‘2,15- Location Address: I (.o -ay 10 r ,j 4'. Lot# Release Date: 8..:. _0P Type of Release: V Temporary —Permanent Subd Name: Electrician: ,, L S-(o ,p-, Electrician Phone Number: ?S Z-CM tom , Owner/Builder: 07 T ./r,.,_a.r- Phone Number: (0(p 3-(n 14,4_ 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 IN, 1111-1 —104- c„ RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9f:244445-37 Phone 912443=3$63. 3D(o- 21aqt. 9 306-23'05- ea-+ y 34k-24.2r 07- 0333 Location Address: I Co �q y 1 o r S Lot# Release Date: 1?-4-0? pp Type of Release: V TeSctw mporary ole* Permanent Subd Name: Electrician: A. L. S(oar Electrician Phone Number: 3 5 2- O(I o Owner/Builder: 7, � raas)-- Phone Number: (D(0 3- L0244- 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: - -.. ! ',:::-.,•••. •-',1- • '',-.•• •.:-.:;? Inspection Report City of Tybee :Wand 403 Butler Ave_ • 'lox )749 Tilee. istand, GA 31328 Phone; ( 1.2) 78'6-4573 ext. 114 Foc. (912) 786-9539 rm9, ..., ::, _, /",-, 7 0 -0 P:rifn!:!'ff :11,-,. 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' ' 'i J� f % i 1' a y i '4' 6 4 ,�' ? i' P� y , a t at ,�t` r 4, 1 r ✓ •S ra ,x 3 r a,• '� i5 Cpt �d�''r 4611 t Y' J S ah'CI !,,','•:'t b /.-• :� ' r 1 �1 ;� h I V kr ELY ,A4' t :_(f ▪H Y .k-.4. t� Ji �. ,i. h ' IL+fir Yt• . ...v. a t,, 1..,1 } saS ., �' y it' . �' V �,” q� fd y 4. 1 I St 4\.'�. ti +`* t l f t5+ �. • S ,rrr "i Tty,�,.�r'. .,'•k fa J .i f + t j'� S' CITY OF TYBEE ISLAND WATER METER PICKUP FORM DATE ISSUED: 07-11-2008 PERMIT#: 080333 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 16 TAYLOR ST OWNER NAME DAVID PADDISON ADDRESS 1529 WALTHOUR RD CITY,ST,ZIP SAVANNAH GA 31410 PHONE NUMBER 234-6621 CONTRACTOR NAME J T TURNER CONST CO INC. ADDRESS PO BOX 6190 CITY STATE ZIP SAVANNAH GA 31414 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3974 OCCUPANCY TYPE P TOTAL FEES CHARGED $9,638.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $750,000.00 ONE WATER METER(3/4-INCH) TOTAL BALANCE DUE: It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. r Signature of Building Inspector or Authorized Agent: CAL P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT 3 3 3 "` /Sets of building plans V_ I copy ofsu vev showing ground elevations&flood zone i�$2.i0 plan deposit CO —Taylor 5-1-. Location: vL.vor$I t PIN # V-$000/- 02 -17/3 NAME ADDRESS TELEPHONE Owner Vitt*1SaN 62:1r I co .1.4 ITJ to j 2• SL4 t - 19 00 Architect or Engineer gtrinA!1 fltiG-- � e. . 3s-14- 5_ 4h41- 0*VO Building )0: Contractor utt14>c.E, a , \i,CTi)IGV 35(0-So i 0-1/9 �uk�► (Check all that apply) New Construction XI Residential t!5C-05.7$` Other Single Family n Duplex PI Multi-Family n Commercial Details of Project: Estimated Cost of Construction: $ --75D , D CJ Construction Type I,2. (Enter appropriate number) (l) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units 1 # Bedrooms # Bathrooms 3 • S • Lot Area i'$13,15 Living space (total sq. ft.)3 14.L1, • # Off-street parking spaces _ Trees located & listed on site plan Access: r Driveway (ft.) With culvert? With swale? Setbacks: Front 2 d i Rear 7.A Sides (L)200 (R) j 0 # Stories3 . Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators. and similar appurtances. During construction: On-site restroom facilities will be provided through --11;-Yi S .1-D S On-site waste and debris containers will be provided by Acup,.)ar1t. �1 „ Construction debris will be disposed by akymecro e-by means of -Tio`sri1pSTR.1'L._ . I understand that 1 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 co struction. 21/6 6 Date: 9 Signature of Applicant: � - Note: A permit normally takes 7 to 10 business days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance'? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Si, r- Date FEES Zoning Administrator .. 1.1-09 Permit /1/q,Z, Code Enforcement Of AT <<r�jj_, (o-a-0a Inspections yq 7, Water/Sewer y � �� Water Tap 55o Storm/Drainage .%j►i ! Sewer Stub 556, Inspections 4A PIre." Aid to Const. 3g7v, City Manager CC Recovery NOOO, --• 42.SO c .rSJ- oS22Sq TOTAL q 7(v3.4' Aft- 0250•DG ti q02 /3 REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: S,i vi2N�R, &E)N Project I.D.: Attachments approved by: Date: 2® O� 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: G f fl"2-464.-- _ Owner's Name: p/SOrl C,2, Z Address: /0 0 721 V'J2vfgGcJ Z2n- Contractor's Name: <..J. I I cJf2r✓Clt2.-- 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. Flood Hazard Zone A. BEE I 14 ' 00 No Interior finishes,waHs designed to filpr entry and t on y parking, limited storage and building access below BFE. A e :b : :b--ed to this 014/ day of /4p/21L 20 Og . Owner/Contractor Signature #440/-1 —1 / ///7 wner I Contractor Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: Owner's Name: 771912vgorsi 7 . Address: `De ?L41Z�f<<r t to9g Contractor's Name: J . 1. /U/L11/trz_- 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. /f/r4/04-A 1 7/6 frier's Signature Date tgzio'Old PO Owner's Printed Name i' ontractor's Signature Date Co tractor's Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: Owner's Name: Address: Contractor's Name: NOTE: Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration,that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Description of alteration: A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accordance with these provisions. Owner's Signature Date Owner's Printed Name Contractor's Signature Date Contractor's Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer i Date Drainage ,j Date - 2 I � � CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: (, ./e/ Sf/ Owner's Name: 'T/ ?j2ls6n/ m Z Address: /PO /64/44W14 -3 Contractor's Contractor's Name: //12/"�/jL'�- 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 NO I 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. /-)MX/? "-L'I" V/Zi/Pe wner's Signature Date �,!JYJ�o4//Zwn)6.06 er's Printed Name 1-/A9Ae !ontra tor's Signature Date Co tractor's 'rinted Name SitfJ aUtA(1-(211 `f12_110g ness's Signat re Date A Witness's Printed me CITY OF TYBEE ISLAND SUBCONTRACTOR LIST l / Location of Work: Owner's Name: `Q/.�/SQ/v G/a/TZ Address: /6Q Contractor's Name: J. I. /c) List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company Business Type Address License Number Contact Person Phone Number 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 Attach additional sheets if needed. MIIIIIIIMMIIIIIIIIIIIIr re n Property Analysts Tools ® Map Tools la u5 � 4E1 1 411 o a Map Size • .I 11T RINI � __ s, r''Parcel ID: 4-0001-02-013 a . su '� ' Owner Name. PADDISON&CRITZ `„,;,,f . " - IINa ''d,� <<, * ---7, DAVID&DALE • G 5 ] 2 1 -i..,,, ,`'d' �'i•'/, Property Card Ctt1 . < , ,n LAC i y 2 ,r a Link: .I 3' N'wi. °` Property PULASKI ST 000013 •��+ ia Address ! o1 i 4E0 L s,x - r*Zoning: r� 2 VA I` 41° 1 ---Ca Alderrnanic Uninco .ter: ,.. .,, 7 , e �" Code: Chatham 'T :, m n or G 4 ! '! „ n ns cr �a �'Wa G + -! • wr .op nol on ir?i pith, . Commissioner ,r.�t Code: ' _r>e Phone:355-6699 ; •Zip Code. '132 •- i—.,T - TAYLOR .. � � - r ,i� .P'+go _ Neighborhood • a z 02023000 ti+ 1# u a a z r� ri.\ Code: ts•: Leor;Cal culated fa " ' ••"+', it . ` R `� ti Acreage: ,AM, > 4 ,+- * ,..w _•_ - -&- n r Land Value: $534,500 f r, E 7 Building Value: $0 Selected Property:4-0001-02-013 0 ■ r 61 ft Real-estate $534,500 • Value: I IN Pro.ert Com.arison • PARCEL ID SEARCH:4-0001-02-013 ® Print Information El Select the LEI option to view property details rsclaimer: REC PARCEL# OWNE-< mo n [THIS WEBSITE IS A PUBLIC 14-0001 -02-013 RESOURCE OF GENERAL 1 PADDISON&CRITZ DAVID&DALE PULASKI ST 000013 INFORMATION.SAGIS MAKES NO Records 1 to 1 of 1 WARRANTY,REPRESENTATION OR I (GUARANTY AS TO THE CONTENT, SEQUENCE,ACCURACY,TIMELINESS R COMPLETENESS OF ANY OF THE DATABASE INFORMATION PROVIDED (HEREIN.THE READER SHOULD NOT cl, I Q y (0 r S r C ELY ON THE DATA PROVIDED J EREIN FOR ANY REASON.SAGIS EXPLICITLY DISCLAIMS ANY -O J ce n v AN- - EPRESENTATIONS AND ARRANTIES, INCLUDING,WITHOUT \r)LIMITATION,THE IMPLIED WARRANTIES OF MERCHANTABILITY ULAR__ PURPOSE. ) Tn7 )6 \--- ©Copyright 2002-2003 BinaryBus,Ltd. -7,___ 0 0 ? DAVIS ENGINEERING,INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc(a�bellsouth.net INVOICE April 7, 2008 Invoice#20803001 Diane Otto City of Tybee Island r . P.Q. Box 27495 Tybee Island, GA 31328 0 Phone (912)786-4573 Fax: (912) 786-9539 RE: Corner of Taylor&Pulaski Streets Padison/Critz Speculative Tybee Island, GA PIN 4-0001-02-013 PULASKI ST 000013 LOT B FORT SCREVEN WARD TYBEE PRB 17P 92 Drainage Plan by Potincny, Deering&Felder May 16, 2008 1.0 hours Plan review&concurrence letter (2080300B) 1.00 hours @$175/hour= $175.00 Total Due This Invoice 7220-SZ - 12oZ. ® 7 ® I- '8" act,ILA, —8T0 8-03 ? 3 DAVIS ENGINEERING,INC. 636 Stephenson Avenue, Suite C Savannah,Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc(c�bellsouth.net May 16,2008 Brannyn G.Allen C Director Planning,Zoning and Economic Development C E, City of Tybee ee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Corner of Taylor&Pulaski Streets Padison/Critz Speculative Tybee Island,GA PIN 4-0001-02-013 PULASKI ST 000013 LOT B FORT SCREVEN WARD TYBEE PRB 17P 92 Drainage Plan by Potincny, Deering&Felder Dear Ms.Allen: We have reviewed the plan for the above referenced site by PDF logged in on 05-12-08. 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. Sincerely, 111‘41.46—Ar al*/ Downer K. Davis,Jr., P.E. President 2080300B Hydrological information for: Paddison Critz Lot r►. Corners of Taylor and Pulaski Streets Tybee Island, Georgia aka, • The existing ground of the site has slopes between 0 percent and 2 percent. The lot size is +/- 13,370 sq. ft. or 0.3 acres. The proposed building envelope will be 3,560 sq. ft. This produces a lot coverage of 26 percent. • The soils in this area have been classified by the Chatham County Soil Survey Map as being Cuc (Chipley-Urban Land Complex). The soils onthis site have not been field verified. ANALASYS METHOD The Rational method was utilized for the analysis of the pre-development and post-development run-off for this site with the following data: Drainage area PRE-DEVELOPMENT RUN-OFF COEFFICIENT WEIGHTED AVERAGE = .2 POST-DEVELOPMENT RUN-OFF COEFFICIENT OF CEO WEIGHTED AVERAGE _ .5 �� p IDFCURVES = SAVANNAH * •. . R ,� LDE HYDROGRAPH GENERATION METHOD= RATIONAL PRE-DEVELOPMENT SLOPE= 2% tS1h EQ G,)e POST-DEVELOPMENT SLOPE= 2% c/ TIME OF CANCENTRATION (' 414C( PRE-DEVELOPMENT= 10 MINUTES `. POST-DEVELOPMENT = 10 MINUTES The proposed site 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: GREEN ROBERT J. POTICNY,AIA JOHN L.DEERING BRIAN K.FELDER,AIA MONICA D.MASTRIANNI,AIA,LEED AP A R C H I T E C T U R E GA-7441 -8847 GA-7585 28 EAST 35TH STREET SAVANNAH GA 31401 Pe 912.447.5665 F:912.447.8381 W W W.GREENLINEARCH.COM RUN-OFF RATE (25 YEAR STORM) PRE-DEVELOPMENT RUN-OFF = .25 CFS POST-DEVELOPMENT RUN-OFF= .41 CFS TOTAL INCREASE IN RUN-OFF = .61 CFS Storm water will be directed by existing site conditions but will also be routed by gutters and downspouts. Storm ware will then be directed toward the existing right-of-way and drainage system. SWALE INFORMATION NEW SWALES WILL CARRY .21CFS EACH. CW CALCULATIONS CW PRE-DEVELOPED FACTOR=.35 CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = .04 AC. PERVIOUS AREA =.07 AC. TOTAL .11 AC (.04x.95)+(.07x.35)/.11 = .57 CW POST-DEVELOPED FACTOR = .57 . Coastal Resources Division January 23, 2006 David Paddison and Dale C. Critz Jr. 1529 Walthour Road Savannah Georgia 31410 RE: Shore Protection Committee Permit#354, Construction and maintenance of a single- family residence with porches, stairs, a sidewalk and driveway in the state's shore jurisdiction, Lot B, a Subdivision of Lot 4 and Portions of Lots 2, 3 and 5, Construction and maintenance of a dune crosswalk on a pedestrian easement through Lot A, former Beachwood Drive, Fort Screven Ward, Atlantic Ocean, Tybee Island, Chatham County, Georgia. Dear Mr. Paddison and Mr. Critz, The Shore Protection Committee considered and approved permit#354 referenced above on January 23, 2006 under the Shore Protection Act O.C.G.A. 12-5-230 et. seq. The permit placard and permit conditions are attached to this letter. All decision documents (attached), as well as all other plans, documents and materials submitted during the application process become terms of this permit and are now enforceable conditions. You may begin construction 30 days following permit issuance,provided there is no legal appeal of this permit,you have all other necessary federal, state and local authorizations and you have met all of the standard and special conditions as required by this permit. Permitted Project Description: Construction and maintenance of a single-family residence with porches, stairs, a sidewalk and driveway in the state's shore jurisdiction. The total parcel is approximately 13,353 square feet, with 9,369 square feet located within the state's jurisdiction. The building footprint is approximately 3,592 square feet including covered porches. The residence will be accessed from Pulaski Street by 2,073 square feet of gravel drive and sidewalk. Parking will be under the building. Approximately 38% or 3,646 square feet of the state's jurisdictional area will be impacted by the building, sidewalks and driveway, leaving approximately 62% of the jurisdictional area to be left undisturbed. Approximately 42% of the entire parcel will be impacted by the permitted project leaving approximately 58% of the parcel in its naturally vegetated and topographic condition. Construction and maintenance of a 4' x 290' dune crosswalk is also permitted to be constructed in a four feet pedestrian easement to the beach. The crosswalk will serve five surrounding properties. Standard and special conditions apply to this permit. Georgia Department of Natural Resources ® Coastal Resources Division One Conservatioa Way • Brunswick, Georgia 31320 TEL: (912) 264-7218 • FAX: (912) 262-3143 • WEB: littp://crcl.dnr.state.ga.us Paddison/Critz SPA# 354 Final Approval January 23, 2006 Permit and Construction Placards: Enclosed is the permit placard to be posted at the work site (within 24 hours) for the duration of the construction activity. Please note that you will also need to notify the Department no later than 15 days prior to the start of project construction to obtain a separate construction placard. DNR staff will arrange a site visit to confirm the project footprint before construction begins and to initial the construction placard at the identified intervals during the project. This placard will also need to be posted at the site during construction. Post Construction Requirements: Compliance Certification and File Maintenance Also enclosed is a Certification of Compliance that must be submitted to us within 30 days following completion of the permitted activity.Department staff will assess compliance and provide you with a written verification of project completion and compliance. This letter and attachments are to be held by you for your files and for inspection by any authorized persons. The expiration date for the permit is five (5) years from the date of issuance. However, no construction may commence within the area of jurisdiction of the Act until the expiration of thirty(30) days following the date of issuance, provided there is no legal appeal of this permit, you have all other necessary federal, state and local authorizations and you have met all of the standard and special conditions as required by this permit. Conveyance of Ownership Interest: If you as the permit holder sell, lease, rent, or otherwise convey the land or any portion of the land for which the permit was issued, you must notify the Department within 30 days of this transfer or conveyance. The permit shall continue in force in favor of the new owner, lessee, tenant, or other assignee so long as there is no change in the use of the land as set forth in the original application. The Department will transfer the permit to the new owner with all of the original terms and conditions. We ask that you carefully read through this document and attachments and comply with the terms and conditions of this permit. Feel free to contact me if you need clarification of any of these conditions or for assistance with this project. Sincerely, Brad Gane Ecological Services Section Paddison/Critz SPA# 354 Final Approval January 23, 2006 Enclosures: SPA Permit#354 and Permit Conditions, Compliance Certificate cc with approved permit drawings: Dale C. Critz Patrice Cook, EMC Engineering Dee Anderson City of Tybee Planning and Zoning Chuck Bargeron, City of Tybee . r k J C''' EON R 6 i A ., i t "V; Coastal Resources Division CERTIFICATION OF COMPLIANCE FOR THE CONSTRUCTION AND MAINTENANCE OF PROJECTS PERMITTED UNDER THE SHORE PROTECTION ACT PERMITTEE: Name: David Paddison and Dale C. Critz Address: 1529 Walthour Road City or Town: Savannah, Georgia Waterway or Island: Atlantic Ocean County: Chatham Permit Number: SPA# 354 Within 30 days of completion of the activity authorized by this permit, sign this certification and return it to the Habitat Management Program of the Ecological Section at the address listed below. Please note that your permitted activity is subject to compliance inspections by DNR representatives before and after completion of the project. If you fail to comply with the permit terms and conditions it may be subject to suspension, modification, or revocation. Permittee Statement: "I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and conditions of the said permit. " Signature of Permittee: Date: Georgia Department of Natural Resources a Coastal Resources Division One Conservation Way • Brunswick, Georgia 31320 TEL: (912) 264-7218 • FAX: (912) 262-3143 • WEB: http://crd.dnr.state.ga.us Coastal Resources Division Shore Protection Committee Permit#354 F nn11 Conditions January 239 2006 David Paddison and Dale C. Critz Jr. 1529 Walthour Road Savannah Georgia 31410 Project Location: Lot B, a Subdivision of Lot 4 and Portions of Lots 2, 3 and 5. A crosswalk will be located on a pedestrian easement through Lot A, former Beachwood Drive, Fort Screven Ward, Atlantic Ocean, Tybee Island, Chatham County, Georgia. Project Description: Construction and maintenance of a single-family residence with porches, stairs, a sidewalk and driveway in the state's shore jurisdiction. The total parcel is approximately 13,353 square feet, with 9,369 square feet located within the state's jurisdiction. The building footprint is approximately 3,592 square feet including covered porches.The residence will be accessed from Pulaski Street by 2,073 square feet of gravel drive and sidewalk. Parking will be under the building. Approximately 38% or 3,646 square feet of the state's jurisdictional area will be impacted by the building, sidewalks and driveway, leaving approximately 62% of the jurisdictional area to be left undisturbed. Approximately 42% of the entire parcel will be impacted by the permitted project leaving approximately 58% of the parcel in its naturally vegetated and topographic condition. Construction and maintenance of a 4' x 290' dune crosswalk is also permitted to be constructed in a 4' pedestrian easement to the beach. The crosswalk will serve five surrounding properties. Standard and special conditions apply to this permit. SHORE PROTECTION ACT O.C.G.A. § 12-5-230 STANDARD PERMIT CONDITIONS 1. The project must comply, as applicable, for areas permitted herein, with all other Federal, State, and local statutes, ordinances, and regulations, and the applicant must obtain all licenses and permits prior to commencement of construction. 2. This permit does not resolve actual or potential disputes regarding ownership of or rights in or over the property upon which the subject project is proposed, and shall not be construed as recognizing or denying any such rights or interests. 3. All plans, documents, and materials contained in this permit application, required by the Shore Protection Act O.C.G.A. 12-5-230 et. seq. are a part of this permit and conformance to such plans, documents, and materials are a condition of this permit. No change or deviation Georgia Department of Natural Resources • Coastal Resources Division One Conservation Wad, A Brunswick, Georgia 31520 TEL: (912) 264-7218 ® FAX: (912) 262-3143 a WEB: http://crd.dnr.state.ga.us Paddison/Critz SPA#354 Final Permit Conditions January 23, 2006 from these plans, documents, and materials shall be permitted without prior notification and approval by the Department or Committee. 4. No further encroachment or construction shall take place within State jurisdiction, except as permitted by the Shore Protection Committee. Any modification of the plans or structure in the jurisdictional area must be reviewed and approved by the Department prior to construction. 5. A construction placard will be required to be obtained from the Department up to 30 days prior to the start of project construction and must be posted at the site. This placard will include certain steps in the construction of the permitted project that must be approved by the Department prior to construction. 6. The exact location and configuration of this project must be reviewed onsite and approved by Department staff immediately prior to beginning construction. Minor changes to the location may be allowed or required in areas that have eroded or accreted subsequent to the original jurisdictional determination. 7. No construction materials may be disposed of in the jurisdictional area of the Shore Protection Act. 8. Any incidental impacts associated with the construction of this project must be rectified by restoring areas to their pre-construction topographic and vegetative states. 9. The public shall maintain rights of ingress and egress on the foreshore beach area seaward of the ordinary high water mark. 10. If the permitted improvements are damaged, fall into disrepair,become dilapidated, are not meeting their expected usefulness, or are not maintained at a serviceable level, then it is the responsibility of the owner to remove the improvements. A new permit will be required to retain and repair the structure, improvement or asset if it loses its structural integrity and is no longer serviceable. 11. The Shore Protection Committee is not bound in the future to protect any asset or improvements authorized by the permit. 12. The permit must be posted onsite within twenty-four(24) hours of beginning construction. 13. A copy of the above conditions must be supplied to the person in charge of construction. SHORE PROTECTION ACT O.C.G.A. § 12-5-230 STANDARD PERMIT CONDITIONS FOR DUNE CROSSWALKS Only one crosswalk structure shall be allowed on a parcel. In considering the design and routing of a crosswalk, the shortest route over the lowest area of the dunes shall be plotted to minimize impacts to the sand sharing system. For new construction, no decks or viewing platforms will be approved in the jurisdictional area. Previously permitted and grandfathered structures may be maintained provided they are serviceable. Additionally, the applicant requesting the structure must own 100% of the private lands through which the structure crosses or have the express written permission of the owner. The following standard conditions shall apply to dune crosswalks: Paddison/Critz SPA#354 Final Permit Conditions January 23, 2006 1. The height of the structure shall be at least 36" above the grade of the sand dune and the width shall be no greater than 6' as measured from the outside posts, to allow for sand movement or accretion in the dynamic dune field. 2. The structure shall begin at the toe of the landward most dune. 3. Heavy equipment is prohibited in the Shore Protection Act jurisdiction. This project must be constructed using hand tools. 4. Clearing and grading of dunes is not authorized in conjunction with the construction of this project; stockpiling of materials in the dunes is prohibited. 5. Vegetation may be cleared only for the width of the permitted structure. The maintenance trimming of jurisdictional vegetation will only be allowed within 6" of the sides of the structure and 7' high over the structure. 6. No motorized vehicles are permitted on the crosswalk structure, except for motorized wheelchairs for handicapped persons. 7. Any sand needed to restore the site to pre-project vegetated and topographic conditions, or for backfilling, must be beach quality and obtained from an upland source and not from the beach. SPECIAL CONDITIONS:, 1. All proposed driveways must be constructed of pervious materials. 2. Any fill associated with the construction will not exceed the 10 feet (NGVD 1929) elevation. 3. After construction the applicant must landscape disturbed areas with native vegetation. The landscape plans must be approved by the Department prior to installation. 4. Approximately 62% of the state's jurisdictional area will be maintained in its natural vegetated and topographic condition. 5. The length and exact landing of the crosswalk on the seaward side of the dune will be determined by Department of Natural Resources staff immediately prior to construction. 6. During construction no materials or equipment can be stored in the dune area; silt fence must be placed to clearly delineate the dune area where no impacts are permitted. 7. The native vegetation within the dune system must remain in its natural condition to maintain habitat and function. No landscaping is permitted in the dune areas. Alteration other than permitted specifically herein is prohibited. 8. Should the dunes shift landward, which is considered a natural function of the sand sharing system, no efforts can be mad by applicant to alter the sand sharing system. No retaining walls may be constructed within the dynamic dune field. 9. To protect marine turtle hatchlings, placement and use of exterior lighting must be consistent with the Department of Natural Resources' Wildlife Resources Divisions sea turtle nesting guidelines as well as the lighting ordinance of the City of Tybee. 10. Landscaped trees will not change the Shore Protection Area jurisdiction and must be noted as landscaped on the post construction survey. Paddison/Critz SPA#354 Final Permit Conditions January 23, 2006 11. Permittee must provide a post-construction survey to the Department of Natural Resources within 30 days of project completion. The survey must be performed by a surveyor registered in the State of Georgia and must comply with appropriate professional industry standards. •, c-\0 '` `� �0 9 ` /LL J r— V EX/SnNG //_— BUILDING I 79-II' I e) spa. .. ,.� 43 6 k 1 7, w6 III �'r 61-/- -I CMF 7 ). o iltll . G N� /A -V. A'',l,, 711 pl"0'-' 4 . ;' 9° , o J <'On P(7,1�ft4 �Q.(� 6CP��e u-----��19'�Ia�T,S.! l _ __-1-----i — ._._. `� 1 l �L t(c tr'°!c S�9"�6�29 UV /RP 4'PEDES7RIANJ — — ————_——— ___ 164.53' EASEMENT — —— _— ig SHORE P/�p / ,r' LANDWARD DUNE LINE ——— Cl �ECnON L%NE 4'DUNE �:(5, -`)-- CROSSING \ I Q' \ " G \ I 0 ( / EVSnNG BUILDING , ��®R 044 / \---- I a J s� UISnNG ' S' No. 2345 U/LD/NG LEGEND- __,J �D 02_•'08 • `.,40 N Fri:' c'S,y D sufNE�� )� n ..,:,--/,'::),/ CMF0 CONCRETE MONUMENT FOUND �`es W 1�� ti's y t,, 9 !RI-O IRON ROD FOUND F7ELD WORK PERFORMED ON 9/28/2005 DUNE LINE EXHIBIT OF LOT B, FORT SCREVEN WARD, SURVEYED FOR; DESIGN: Eh4C ENGINEERING 1 5TH G.M. DISTRICT, TYBEE DAVID FADDISON GRAPHICS: SCH SERVICES, INC. I REVIEW: CW5 Pact uff as x a a ' ISLAND 9 CHATHAM COUNTY, DATE: SEP ^005 13 Coot Charlton Straat I Savannah,o 2)Georgia 232 6533 G E O R G I A SCALE: 1" =231 Phone 12 232-6533 PROJECT: 05-0231 roc C7? 232-2220 ' � ¢ e ° a r , @ t, s �>,L.v-i, , c'L4 CA'A c) "t ,i ti O i \ 0,C,` ("Jr `_, 33 c. 6" PILE SQUARE ar+�ri∎HI__ 2" x 10" STRINGER 2" x 10' BENTS - — "�� 2" x 6" DECKING __� - �I�I�II — IJiii1i1 ; _, i' IH , _. _ _ 7 To Residence CL TO fL TYP.{ To Oce 280' E,' TYPICAL SECTION DUNE CROSSING y. N T.S. a N N . N NOTE: THE CROSSOVER WILL FOLLOW THE CONTOURS OF THE DUNES. A MINIMUM CLEARANCE OF 3' WILL BE PROVIDED BETWEEN THE TOP OF THE DUNE AND THE STRINGERS. ITS FINAL SHAPE WILL BE DETERMINED IN THE FIELD DURING CONSTRUCTION. 0 -3 04 3 PADDISON DUNE CROSSING DESIGN: 0 N EMC ENGINEERING TYPIC i 1 L SECIll DiANUD PADDISON GRAPHICS. B SERVICES,INC. REVIEW: J6 Past ottha aex e,o, EXHIBIT ONLY DATE: SEP 20 23 Easl Cha org 5314 2 sa�annen,caorala 31412 SCALE: N.T hone: 121 232.6533 o _ Pax:19121 232-2920 - PROJECT: OS-0: • Georgia Shore Protection Committee PERMIT Issued Pursuant to 0.C.G.A. 12-5-230 To: David Paddison and Dale C. Critz Jr. Location: Lot B, a Subdivision of Lot 4 and Portions of Lots 2, 3 and 5, Corner of Pulaski and Taylor Streets, A crosswalk will be located on a pedestrian easement through Lot A, former Beachwood Drive, Fort Screven Ward, Atlantic Ocean, Tybee Island, Chatham County, Georgia. For: Construction and maintenance of a single-family residence with porches, stairs, a sidewalk and driveway in the state's shore jurisdiction. The total parcel is approximately 13,353 square feet,with 9,369 square feet located within the state's jurisdiction. The building footprint is approximately 3,592 square feet including covered porches.The residence will be accessed from Pulaski Street by 2,073 square feet of gravel drive and sidewalk. Parking will be under the building. Approximately 38% or 3,646 square feet of the state's jurisdictional area will be impacted by the building, sidewalks and driveway, leaving approximately 62% of the jurisdictional area to be left undisturbed. Approximately 42% of the entire parcel will be impacted by the permitted project leaving approximately 58% of the parcel in its naturally vegetated and topographic condition. Construction and maintenance of a 4' x 290' dune crosswalk is also permitted to be constructed in a four feet pedestrian easement to the beach. The crosswalk will serve five surrounding properties. Standard and Special Conditions apply to this permit. y Date: January 23, 2006 - �9.F..G,p q e° °'S °y �_ ', Expiration Date: January 23, 2011 %,��o � o' -'�%y Permit Number: 354 ti„ %_ Authorized By: ,4,.. /`-Y��,.� E0R IA Departmen[of Na[u[al__sources For further information, please contact the DNR Coastal R ources Division at (912) 264-7218 Coastal Resources Division _ iA Coastal Resources Division October 26, 2005 1" 1'1 '11 Patrice Cook OCT 2 7 2005 EMC Engineering Services Inc. 23 East Charlton Street ‘S -° PO Box 8101 Savannah, Georgia 31412 Re: Shore Protection Act Jurisdiction Line, David Paddison, Lot B, a Subdivision of Lot 4 and Portions of Lots 2, 3 and 5, Fort Screven Ward, Atlantic Ocean, Tybee Island, Chatham County, Georgia Dear Ms. Cook, Thank you for submitting the certified survey dated 10-12-2005 by Charles W. Tuten Jr. Registered Surveyor Number 2345 for Lot B, Pulaski Street, Tybee Island Georgia. Staff has reviewed the survey and finds the current Shore Protection Act Jurisdiction Line, Toe of Landward Dune, Toe of Seaward Dune and Ordinary High Water Mark accurately depict the jurisdiction of the state under the Shore Protection Act O.C.G.A. 12-5-230 et seq. Please feel free to contact me at (912) 617-6310 if I can be of further assistance. Sincerely, Ann Thran Permit Coordinator Ecological Services Section Georgia Department of Natural Resources a Coastal Resources Division One Conservation Way 9 Brunswick,Georgia 31520 TEL: (912) 264-7218 _> FAX: (912) 262-3143 m WEB: http://crd.dnr.state.ga.us goo anuIauon 4. �� C P' 05-2 2-o I I il I I O EXISTING j � r0 BUILDING I 6�� LRF - `� 4 I j 68 i l � I k I p, ‘)N° yy / \ f' CITY OF TYBEE ISLAND I ° ( SHORE PROTECTION LINE e c--• CMF . ORE a m��•�� e 1 ? _� 444 Lu s ,�' mss/ I Z r 6,� ■ � � o _ �. X1'3 '3 I.: ,9, / o z 20" 4 - _ _ ,_ �- _ _, ` I' o ' 4.$4' '► IRF r Q I o _ _ _ __ _ ,., =1p° S29'26 29 W 1RF - -- _164.53 E PEDESTRIAIU— _ S^ EASEMENT ` ` - - -- _- -- - - _ SHOR -- ' = IA ROTE-CT/�N - - `-- / t LAND WARD DUNE LINE 4' DUNE r LINE �� T - - - y CROSSING \ ~ - r \ \ w ,, G �a \ `c EX/S77/VG \\ Ii M G BUILDING \ 0 C-1-.3 \---------- i 40„, N Gf,®R 04, X/ST//VG No. 2345 * u/LD�NC' LEGEND N CD ��9t �� CMF� - CONCRETE MONUMENT FOUND N ini AVERAGE ELEVATION IRF• - IRON ROD FOUND Q FIELD WORK PERFORMED ON 9/28/2005 3 w z w 1� DUNE LINE EXHIBIT OF o 3 LOT B, FORT SCREVEN WARD, SURVEYED FOR. DESIGN: EMC ENRING 5TH G.M. DISTRICT TYBEE DAVID PADDISON E SERVICES, INC. GRAPHICS: SCI REVIEW: CW a Post Office Box 8101 ISLAND CHATHAM COUNTY! DATE: SEP 2005 23 East Charlton Street 9 c Savannah, . Georgia SCALE: 1" = 50'N Phone: (912) 232-6533 G E O R G I A oFax: (912) 232-2920 PROJECT: 05-0231 _ ,-- --"' __,---- _,------- e , -,•,... . ,s,,, , „0. -,,,N,. , ..„, ,,,,07 :,,,..,„,....... ., e..,*• ' to ,t 2 . .. .:i�i'Ft.;�n / r2 :. r�'4a`a+Sa' .'X: y'Z. ..4+f' :Y=1.i::.b:!'' :rl..u,v .••t+:1e Y4+ `. �''X':.;- ,;e .,,c,y.,' ".,,:-7.,,..:::::',,,:;:!...4:' .",;..,:.::::,;*::::7.;,;_.;i:,..;;;:;:;;;;..,:i.::;,;;;;;?;;.::::-.,:-. ;.; IOU ..R1 404%''',.I�. '1. - ■ ■: & C" ' S' , PEDESTRIAN , _� \ EXISTING 4 �� X 4' nUNS L'I N�NG U I i4 �CPt-N. Trr • • SEE :. :;; . _ ' fraligILII...,III irlrIIIIII,11111101111, 11111111111illllill llllllllil1111111 111111 t C C4\s � �� III _ - cnxt.�\ tiPG� Q 5� 2� N, 2,--;6.0.1 . 1 20 $M o j GR.P� w EFE 14 �Gy: a A-a� byp 2�� . In sg,A.B. gFE13 „ � �O c.N ppTE= , 0 a 1609\SOI”‘ \ flzo-r-GT' 3 o �9150 a J�11 {5 \r� 3 ,, 1■-I°v \4 tv -25 --044a4 1404246 C. ;O C. �x b o 'I tvoIto"1,0g N s_y. O / - \C/ �v I I li 'q-14 I ` EX/STING I 54.03' 5a5 �� BUILDING IK -F — — / '`Og0 N,53� �oN UNE I E, / V\ NO N� ,PROTEG P IA�. �lk' , 05% \ '� 5 RE 0 � �I Q I ---------------------\�00� V/ N . N X f v S 2 I CM / �s G p2 \ �, J ft ��s \ No_\ us 1, • _ Iii %.� .\ \9. / o I 2 ��./ �� \ N n �! • 4.84' —, RF / 20" P -__0 —.�.._. \— _ — 10-rB.S.L _ IR. — }�� — — — W..K 1 — - IRF 529 26 29 W 4 PEDESTRIAN_ / _ — — — — — v) I S --- _164.53 EASEMENT �� - - - - _ SHARE I'" ——ON uNE —— — LANDWARD DUNE LINE 4 DUNE CROSSING \ ` 80.72' l __- - \ AP 6 \ „ 0 \ 0, \ EX/STING \ 0 BUILDING / i w „OR G/q l a ��G%STERE.. In '--- ..,.,. ..,......j VS * No. 2345 * p- =U/LD/NG ci, LEGEND L ç y sum& �� CMF� — CONCRETE MONUMENT FOUND q�,Fs W. IOC IRF• — IRON ROD FOUND co m a _Ti FIELD WORK PERFORMED ON 9/28/2005 v 3 DUNE ■= '° LOT 5, FORT SGREVE � IAI RD, GRAPHIC SGAL I"=50'-O" 0) SURVEYED Y D 0 DESISN: - 5TH GM DISTRICT, TY5EE DAVID FADDISON N . . ,EMC ENSINEERINS 6RAPHIGS: SCI- SERVICES, INC. REVIEW: CAT Post CMrio•Box 8101 ISLAND, CHATHAM COUNTY DAT E: 5EP 2000'5 23 East Charlton Street DATE: 0 5avarnah,6 org►a 51412 GEORG I!A 2 Phone, 0112)292-6583 SG>1L I" = 50' Fax. (917)232-2920 PROJECT: 05-023 o. l ,�\�i �I I 54.p3' S ` EX/SANG a 5 �O BUILDING I i -F — — / �� 10g• �js3� -¢�--- ��NE — - - R ,, I\774k"---74 1 ec 4)5 5\" N. __s% 5 ORE -c /".-- 1 N\O - \ °' N N. ,::; .-7, 1 = CM �'� �`s'� I -J c. � p2 i 1 = —, �� •• �,. Q .,• \< 81.D1, 7 2C,�' 2 Lu 1 �- .. ——� -_.1 tx \ N n �!� • 4.8� — • RF _ _ / 3 11 o 20" P ---0 ; — �p B.S.L. — — } - - - —'��? /RF T 9'26'29"W IR' 4' PEDESTR/AN- / — — — — — '� S2 - - - - - - - I S --- 164.53 EASEMENT - - - - - -- _ _ / — SHORE p•O770A/2/NE ——— / LANDWARD DUNE UNE 4 DUNE CROSSING \ I 80.72' - - \ ir 6 \ „ G \ I EXIs c?Nc \ 1 \ 0 BUILDING I w G,4 R 0/,--- /-9 / a 1 .GISTERFO in X/SnNG a * No. 2345 * r- cU/LDI LE END in ny su1z � CMF� — CONCRETE MONUMENT FOUND N q�,FS yy. T'►S�Fa IRF• — IRON ROD FOUND cA m 3 i- X RELD WORK PERFORMED ON 9/28/2005 a) 3 DUNE LINE EXHIBIT OF IMP 10 5G' Ift 3 LOT B, FORT SCREVEN WARD, SURVEYED FOR: DESIGN: SCALE: I"=5D'-O" _ al 5TH G.M. DISTRICT, TY�3EE DAVID i�ADD I SON SR4PHIGS: SCI- 5 /IGS, INC. REVIEW: GAT Post Mc*eox 8101 ISLAND, CHATHAM COUNTY, DATE: SEP 200E. 25 East Gha-Icon Str..t o Savannah,boot-gin 81412 GEORGIA S - -- _ ---- N Mono. (912)252-6'355 I„ = ' Fax. (912)282-2920 PROJECT: 05-02S, 0 / \ >:f \ I. r!� � � r• ! • A � � '-.rN (VA.-yy:. 3r f Ne-r �M � c�t;wt - J? r HI. J " u * � �• Y � _..:f< '.J a ..w „Y 2J.:4, :i:'r: tiF. :: wn [A. ,ft�,;^!`:' ,yam : :r: :n. ..'...''::,=`., .•"�� ^! '. ..*o a •N.. G r) -----11 c-) qii • a o N \ N I N . �� :. J« .: i \ I • N u'` EXISTING 4' PEDESTRIAN ACCESS EASEMENT ��F� o �. 4 I ' I 147' X 4' DUNE CROSSING \ ��pG `''' IIIi : _ SEE TYPICAL SECTION \ - — �IIIIIIIIIII III�ilillilll-j-- IiilIIlllilllIIlIIIllllllI IIlIilllllIIIII o4 _ I ul i- v) a w c N W 0 t on J O In d a A-8. BFE 14 A-g, BFE 13 a 2 ` 0` O' • 20 O R �HIG SGf�L : -20- ai N 1Z-516N: m 0 u 3 f1/4U6"b ti 17 1 501.1 SITE PI— SGo-E. pg-02 in e G0SS I Y� I T PUNT otL:( o 0 REVISIONS F!ELPl ON /2&/2OO5 01-t;;- N i.The drawing Is the properly of POTICNY repodGedorc,P.C. inw oteorne rep roduo b u ed on in whole pr j part. aIt is not to be used on any other project and is to be returned on request. LmANDi DARD DUNE L+I N 2.Scales as stated hereon are voGdonthe DUNE GROSSING aE G I VI L. ENGINEERS DNR ariginaldrawinganiyandare heeby changed in proportion to the difference in // sae between the print and the original ``' •}}•��••'��''�� drawing. SU�3M I TTAL FORD `S I ONS AND Di..S I GN) Plans and sdetails are nnot always drown to 1 :\* scale.Use dimensions given orconsult the Architect for further clarification.X I ST I NG 4 PAD TR I AN EXISTING GRADE FINISH- A ],- ,,, - w AGGSSASMN 10 ll �� v 10 to D 0 SHORE 7\vv, .4, —II ( � ,\j�\/ t " 1 551 °31'51 "E \\ice\\ ,/ ,\\ �.J PROTECT I ON v\7\\\ \\\*, ' \�\� Q CY 4.84' \ \i\i \/\\7\ O J�� LI�l \�\\A\\.\ %� = W • EX/8S �// �� "Y" BOTTOM BUILE,IN \ NIII ,_,, ,........ > ci 1 , , ilkTYF'I GAL_ SIAIAL_E DETAIL N.T.S. F Z ''''......<sz:„.N...., AT -4,� w $1. :.7:1 °o< ,:!(i o .A ��` ****%444. NORTH I I I E�- \ 4) ,41/ /6 ' r ZONE A; A=0.15 AG ■ �� eu11.D0�4BLE AREA AREA- ' ACRES G=O. W ` \ �' I� L= 200' (_ ?.6 4 i G=0.50 0= (.15)x(.5)x(7.6)= W �� ` ,v H= 5,5 ,51 G S N LY k..• ■~ ZONE 5: A-0.16 AG N 2 S' AREA- .16 ACRES G=0 Q L= 250'G=0.30 Q= (.I6)x(.5)x("1.6)=.. H= 5.5 .61 as O (..) 0 �4 :: <� 5� NOTE: REFER TO ATTACHED 0 ®� �. '� , .' Yv ® ` CHARTS FOR COEFFICIENT V Z svc13P4' \S� ,� �� >>� RUN-OFF AND RAINFALL ~ t / `� INTENSITIES W 0 a SHORE K , : W Z 44 A*PROTECT I ON , , At. .1 ,. 0 a "'"'"2 ,/ 'Z. 64 , , s, ow '''''S*,1111, i/^,. • -.EGENI:) 1 a v) 0 � N 1■,4.51 A ...... if) EXISTING GRADE r O _ 1 .,4 r` PROPOSED GRADE____.)NOTE: �`� ,. \• ��' �0 ALL BU I LD!NGS HAVE SEEN DESIGNED TO MEET CURRENT APPL I GALE GORES t L:' /4 A/G UNITS ON 3'-0" HT 4.• 4,,, PLATFORM TO ELEVATE G . - ABOVE 141-0" S.F.E. ELAN RDATA ►� �� ,t- Via. \ _,1 ,7. ... , 4.I. GENEFP,AL :11k1htb. 4 A.A. Property Address: PULASKI/TAYLOR INTERSECTION • m • ` 4 9fGe0 POTICNY TYi3EE ISLAND, GEORGIA : •k ° ,. �, PIN: 4-0001-02-015 \ ` l - r ��` of D E E R IN G I I. GODS G�UIREMENTS _6 ,N, =4i \-7:1T1N '� FEEDER•,�. Applicable Codes: 2006 INTERNATIONAL RESIDENTIAL CODE ` 111 �� I , a' 0 :.A DER 11 � �q � �,} ARCHITECTURE 150 MPH INI ND LOADING (5 SECOND GUST) r a ��, firEXPOSURE G � '_ - � �'�4' 'r,'� Ri°� Y F LOT COVERAGE: I kill RAl T 912.447.0440 LOT AREA: 1 5,515 SF mi/ V2O1 Ah ,!L F 912.447.8381 PROPOSED LOT COVERAGE: \ 7 8.5.I I E- 28 E 35TH ST GROUND FLOOR 5,615.2 5F = 21% COVERAGE l • SAVANNAH,GA 31401 CONDITIONED AREAS: _ a►-!SA AcL_ , O O WWW.PDFPC.COM PROPOSED CONDITIONED AREAS: 5,4174 SF \ O w. f GROUND FLOOR O SF n p . `_ FIRST FLOOR 2,121 5F ' m< JOB NO: 0520 SECOND FLOOR 1,545 SF ■Iii'�}A --) F TOTAL UNCONDITIONED AREAS: 5,556 SF A. DATE: 10.10.05 GROUND FLOOR 5,615 SF 10Gt•05' �°° 00°55'51 "lAi PULASK I STREE 20" PALM Wit, 4. DRAWN: AJD FIRST FLOOR PORCHES 1,412 5F 11' 10' SECOND FLOOR PORCHES 551 SF a' S' CHECKED: BKF CO\ISTRUGTI ON PLOTTED: 04/17/08 ACCESS I SITE PLAN 01.1 SCALE: 1"=10'-0" O to 1 tift• o 141• 1* , t csi■ i EX/ST/ 1 BUILDING 1LD/NG (//11 17 •12"96 12 dc o fir 4' . 2" -- _ /- 1 '� s 1 k Ct �r5 681-I .. ' `� No.• ? ` = \ , as '5' � — 44 CITY OF TYBEE ISLAND y • 9�► }' r 1� P SNORE PROTECTION LINE I ■ (., V ho sisji,. e • ,....1, a ►.. e W 0 >- 4"cl bi,,,,,,,„ ogE 1' s. I� e O �, i��5 9 . 0 ` i � � ' _ , ,9 . gc Et / • EVA--- .. 'v. 1 :3• / .ct Lu cr .0 N204 . ■,. te+ 20" P A. , M „4:k_ — 4• / M•26'2g W ,�69�RF 4' PEDES T C! fV -- - ._.._ - _s — 3' S —. -- -- — �,! -- — _ _164• 9:6 EASEMEN T219 - _ --t 9• �• SHORE pR .� _ — ,� --LANDWARD DUNE LINE °�E'C 4 DUNE �0 9 60 L/NE `- CROSSING 0 i (('4 g. 60 / -._ 1 \ \ ' o 1 • '590:' A . w O _4. 'EX/ST//1/G i I 1;$ Pfrr cu in ® oci �' I N otsTE440-7 _„ ` .X/ST/NG ■ U/LD/1V * G LEGEND 3 No. 2345 r► co * i N �• CMFN i CONCRETE MONUMENT FOUND 1 cp N -'1-4F 0ti IRF • I RON ROD FOUND Int• z -J O- W I- V) FIELD WORK PERFORMED ON 9/28/2005 Li z (xi DUNE LINE EXHIBIT OF REVEL WARD cn B FORT � C e\ L T SURVEYED FOR : In -a DESIGN. - M ESC ENGINEERING TYBEE5 co TH . � . GRAPHICS: SC. DAVID SERVICES, NC. ,� REVIEW: CWT C LINTY EP 2 05 1 � L A D CHATHAM DATE. S 0 / 23 East Chariton Street o Savannah, Georgia 31412 SCALE: 1" = 50' ° (912) 232-6533 GEORGIA PROJECT: 05-0231 N Phone: 9 / Fax: (912) 232-2920 0 � ‘. l`, 1 r- M NCB. BY DATE;,:,,..,..,., A�/ 5 i t• ocE,AN I mo- . . Q /tt, °��dd sQ� :. .. ..'e,:,' '',., r''•;, ':-1-- ------.—'''';'—:—j'e,ee. ":‘ '' <S 1 T E ', . ,.,.,. •, / ., DET %� TO THE IIwST {){ MY KNOWI EDGE , ;�. : AND BELIEF THIS PLAT IS A , a s / r ig•T c ra a A a g/- N CORRECT REPRESENTATION O3� 111E -: �� ' ; j%////...._._._ ) �. \ ��bc1i �� 3 I.ANp {,LATTIwD ANIy tiAS 13 frN _ , . ... ..„, . .,.. (nYl.€IIi s(, s c<°, f �Q� ti ` PREPARED IN CONE ORMITY WITt1' s N V. ,'I � `< �� REQUIREMENTS OF LAW.STANDARDS AND �/✓ y�, I j, 1,'rJt /' // �VV��V� �!1 B1 ice' ` p� �t • • .r. - , iF' i t . ,(...?(\,.-r / - I ,f` ,',' •^' s y,� p } /,gyp t tf '''':wA „' 1.7 A_44 f ,' �� ) ": '/ /' < JEFF tE.Y WAYNE MOCK VICINITY• CA. REG. LS. 11C. Na 0029 %}; NOT TO SCALP p 2O' o v' to ... r,, ., „. l0I A ,� Ufa°a� o # _ :: C7 �/ I GRAPHIC SCALE:: -I"-,0'..0" f 1 is 1..1.74)' �. ; k r y IRF / 1 \, .... , Z 11„, 2 i..' i`.0" 6 !,, : ! / — t k� a1 µ' CO • ' ' LI" 61j 50..ea"to<mx t..t. rou ';' , /9 ,, 1> f \t e :� �i ? ? I { ! s ,A. J fi i i 4 / r I � i 1 i i i 1 i� ? i i r , . . ...-'..•. i r5 \I 1 �' h rt 4 j)) f } .,.... .`t' t rv... n l 'i i I ICK'. r � �� 1 I \i 1- ( t I D� � J PAVINC.< ,7., `-, -=1•.::/i I I i i t. I \'r #I! �/ �7 I.� 6)" f 1 1 `�} Ii� \\ ; { iI t i( rI ;(II ! ' i I � 2 '• \ i I � / V It)r ,� / + t L �<` I I l f.3�. �J.,.,J ..,. - ,' i i 1 t 1 '� �'_'.'._I_\I 3 f i i I 1 '/,✓ / l 4 Orkok 6 . ;: i'D ' . , ......,,,VI oi 41 (i 1) , „ ..„...,c., \ , ,, C1) ` 1 � ;! CIS-/ ; ��;� \ ELEVATED �aC� \ r � 1 i i ;I,� STORY FRAME �C, I (j s';>;i RESIDENCE // �, �'� ;;•Y. fl )\ ° ,; f# _i: y / '` ®° ` �Q l�.C)-_I C' s ,, Ty I II / �� I j !j r _I ��`\\ F I.E VATE:I) / ;' :` /' h�� \ • { I i �l I ? A/C PAD-- / / /' C�I I'; 20' B S/,. 1.), / ' 0.: ., n „, . . . . , . .. . .• .• „, ....,.,,,,,....:,.. %„ ..... : / PAWAM o O........ aim. ,// ,,' / / s; in to n (0 w r, e �y Y 61.8f; �._... „scan ...,... „`..., ./. / / �8 V!Lif.u N8613'2. 86 13'2.f)”tW _i _ . . M1 ti: ' JRI- - jS -- . . -1 A YI ()I---\--) S -fp r — - - r- 9 i Wg��Nn 0. P E 'i -\ __. „_, 6 3 R/w . 1. GADNR SNORE PROTEG'IION LINE WAS I AKEN FROM AN DUNE EXHIBIT PREPARED BY CHARLES 1't)Tt N DATED SEPTEMBER 200'.1. f. v 2. CITY OF TYBEE SHORE PROTECTION LINE DETERMINED BASE[)UPON `t EXISTING STRUCTURE ONLY,CONSTRUCTED PRIOR TO JULY 1,199, . ' >; PURSUANT TO cu.?OFF TYBEE ISLAND ORDINANCE:8-5-090. , .L PI 3, IT IS MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE12& ;1"..1'; AE:13'(NAVI)88 DATUM),WITi 1IN A SPECIAL ROOD LONE,AS ,., DETERMINED BY f EMA COMMUNLIY NC).135164,PANEL NO.0213F MAP ; DATED SEPTEMBER 26,2008 I'f.2OJLC 1'NO.. . 99:9997.......... 5 a fC (�(-Yd fi ' DRAWN BY LX- _....__..• DESIGNED BY: R FER NCES: S1J i 11 C I� - SURVC:Y DATE: 66,118169____... 1. PLAT BOOK 1'lp,PAGE:9?. 1, Q .j.( t .�..) . 2. PLAT BOOK 36P,PAGE ark C(•. 1. ..>:-/` C III (KF D BY: 1WM .... t 77 021 i E r. t 1)A1I 05!18104#. k TOTAL AREA: 1,350,360 SOFT (0.31 ACRES) E.O,C.PLAT: 1/48A00 7� r1 7. IKON ROD FOUND r "- E.O.C.1=1ELI): 1125,000+ �' -,„ a SHEET -. ANJUSTME:NTMETHOD: COMPASS RULE C,ADN#i G3::t)#2(:IA UF1'A#21ME:N'I C)! NAEURA#. RE'' OI (I ANt3ULAR ERROR:U.03°PER POINT EQUIPMENT USED: TOPCON 303GTS a FIELD SURVEY WAS COMPLE FEE)ON 05/18/2009 13.S,I.. f 3U11.1)INC SETBACK I INF: a:. i I. I NINON 1 l [ I AT�ANTIe NO. BY DATE �� QCEAN a ' 0 -\ifn 0 S 1TE� /` ' �, I 46 0 fr r: ,/ 0.i. 1<vi:I TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS PLAT IS A I j� / / o,. CORRECT REPRESENTATION OF THE p / I' ` N TAYLOR ST, a ✓, �F Q� L� LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH N �.. o Y 4 /S'� /' 4 THE MINIMUM STANDARDS AND 92 ¢ / EXISTI G ��0 '� J� REQUIREMENTS OF LAW. 4 _ qtr / BUILDING v, 0 43 000 / �. , �` �0 (G-Z-0 R G��■ ....--- ‹.. 0 %c311 ).‘ . . <(# 0 1 ito 4 a k - � � ��o m _ !� �, No. LS002992 cs, '-/ I. 6 / Q 'Po,.._ .�4)0'S u-K0'ki cTO wAYN . ��/ sa JEFFREY WAYNE MOCK . / iJi VICINITY MAP / mj GA. REG. L.S. LIC. NO. 002992 i 4 I NOT TO SCALE � ° 4' ,' ' Q S46 4 20 E ' 20' 10' 20' LOT A N 4.84 / �` GRAPHIC SCALE: 1"-20'-0" I el ct 151 s ��\ ° \/.\<()/ � < � IRF l Z Z 05\. OrvQ ( bI . Liu ii...Li Fe z V,;-• 8 E .... \ .° 5„E _ ��40k , u W z 4 in c N801;� 1 "'• 11 o 0" a: x a� \ m<W � MV 1■1•‘‘ I \ '� IRF P#8 I�II4II4►A — .-..� 4 �� 0 IIII�� - �°S.ice° _� �.�. � /Ktt\ e###1#####/#40,#01^ "4 IIIIII►III$$$$$ -- / W °azw�;l►�r►,I1►I I hI,,,,, fre - / . z��' C?' , L►, \ cn'''> o .. >° � Q � III4 VIII III �I►\/ � \, �� r I*II��►$ IIt� I IIII�IIIII$IS? /�4 ,,. W ..... : I.L. tft G. 0,.•ai�Il�. •�IiIt1►•••”' I�e,#••IIIiIII• �� ° _ - IIIIIII#II■ 4'ftt l'fII#4►�► e#,#i,,,,, !tIII li / v z �' IIIIII#0IV Ilf;�i;�4,#41.”P, ` II♦IIILIIIII ,I \ \ \ �'�? � i�I�IIIIIIIIIISIII►. �. z fIs'' IIIIIIIIII►IIIIII . f / / W �� ,,..a Q� -,fir �� y LOT B / i III 11 F---- s,IIIIIII„ 4�'IIII / �JIIIIhI►/ \ LU! Vj� {P . tU� 2 STORY FRAME // �A' \ %1 — P4 I# RESIDENCE ,E�/ , o / , Qg0 � ,N R / /a v 2s.12 v e L0T ce I� We4 / o� 0�' < I S�II4► ' g ►�ioj�III � AL CV PAD / /� OAO 00t e e ;/;; / Z O W w +� IIII#II f . / LL �+II III > WM' ', LU W w ►�� `VIII♦IIj♦�i. ;$1 I 2D B.SL. i . / t±IIII' III* I4 / F' i ce t z ve.0IIIII?►II 4 // J Ce y- `*r1I♦IIIIIII4 // — W Z N �4rIIIII III► III4►II�III // n 03 i F- ♦�~14P#4, // V. "' ti.._�.��-W // / CO CO P1 ' LL 67.98 V\ r IV w••,#* \86°13'2," I IRF `�- u2( F.,, u. (,) a) `-'. NOTES: / ----__ ____ _ Z Ce O , Cli O 1. GADNR SHORE PROTECTION LINE ESTABLISHED AND VERIFIED BY - — — — — ) V J- — — < '" Q 0 GADNR-CRD AGENT IN THE FIELD.CITY OF TYBEE SHORE PROTECTION 0 < LINE DETERMINED BASED UPON EXISTING STRUCTURE ONLY, < Q CONSTRUCTED PRIOR TO JULY 1, 1979,PURSUANT TO CITY OF TYBEE ISLAND ORDINANCE 8-5-090. '� 2. IT IS MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE12& CO C� a. AE13',WITHIN A SPECIAL FLOOD ZONE,AS DETERMINED BY FEMA TA YLOR COMMUNITY NO. 135164, PANEL NO.0213-F MAP DATED SEPTEMBER 26, 1 S TR 2 illm 008 EE T R/W 0 ti Q P PROJECT NO.: 09-0097 M REFERENCES: 1, \ DRAWN BY: DET (� DESIGNED BY: N 1. PLAT BOOK 17P,PAGE 92 04° C J (} SURVEYED BY: ELT Q `/ LEGEND SURVEY DATE: 05/18/09 di TOTAL AREA: 1,350,360 SQFT (0.31 ACRES) CHECKED BY: JWM 3 E.O.C.PLAT: 1/48,400 LL SCALE: 1"=20' E.O.C.FIELD: 1/25,000+ \0 IRON ROD FOUND DATE: 05/19/09 0. ADJUSTMENT METHOD: COMPASS RULE I ANGULAR ERROR:0.03"PER POINT SHEET >. EQUIPMENT USED: TOPCON 303GTS GADNR GEORGIA DEPARTMENT OF NATURAL RESORCE '' FIELD SURVEY WAS COMPLETED ON: 05/18/2009 B.S.L. BUILDING SETBACK LINE R as T I rr■