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11-0640 Sheppard_1of4
CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 06/15/2012 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 #: 110640 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME MAURICE SHEPPARD CONTACT ADDRESS 5 WHITAKER ST UNIT 502 CONTACT CITY STATE ZIP SAVANNAH GA 31401 PROPERTY ADDRESS 1010 JONES AVENUE APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org 1010 Jones Ave. Tybee Island, Georgia 31328 Due to unprotected foam insulation installed in attic, NO STORAGE is allowed in attic. Entry to attic is for service of equipment only. Maurice Sheppard, homeowner date CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING SERVICES DATE ISSUED: 06/15/2012 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION ENGINEERING SERVICES ONLY NEW RESIDENTIAL BLDG - SF 1010 JONES AVENUE MAURICE SHEPPARD 5 WHITAKER ST UNIT 502 SAVANNAH GA 31401 912 - 660 -8396 MAURICE SHEPPARD 5 WHITAKER ST UNIT 502 SAVANNAH GA 31401 1982 P $7,139.25 $200,000.00 PERMIT #: 110640 TOTAL BALANCE DUE: $ 218.75 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: ic)..11.01Arvy) 0-)0 P. O. Box 2749 - 403 Butler Avenue, Tybee island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org DAVIS ENGINEERING, INC. By. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695 -7262 dkdbus(a�gmail.com INVOICE June 15, 2012 Invoice #21104002 Diane Otto City of Tybee Island P.O. Box 2749 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: RE: 1010 Jones Avenue 05- -12 n.c. 06 -10 -12 0.75 06 -11 -14 -12 n.c. 06 -14 -12 0.50 Tybee Island, GA 31328 Advised Owner during site E &S inspection of apparent deviation from approved plans on which permit was based. Advised Owner's Engineer of my findings. Site inspection and report. Telephone conversations regarding changed drainage design with Engineer & City. Review of 1St changed report of asbuilt drainage from Engineer. Review of 2nd /Final drainage report of changed conditions and advised City of Concurrence. 1.25 hours @ $175 $218.75 Total Due This Invoice By presentation of this email, I am advising the City of Tybee Island of my acceptance of the Owner's Engineer's certification of substantial compliance. lo- IS -�2. iI9-c 4 1l —o(oL OczYN ._-k e° l2-Ib344- Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, June 15, 2012 9:45 AM To: Dianne Otto Subject: Re: maurice sheppard project, 1010 Jones Avenue Attachments: 21104002.doc On Thu, Jun 14, 2012 at 3:01 PM, Downer Davis <dkdbus@gmail.com> wrote: Diane 1.25 hours x $175/hour = $218.75. I'll send invoice and email of concurrence tomorrow morning. Downer Sent from my iPhone On Jun 14, 2012, at 12:57 PM, Dianne Otto <Dotto@cityoftybee.org> wrote: Downer — Mark Boswell just delivered the two attachments that end with 2340 and 2341. These are resubmittals for the 1010 Jones Avenue project. Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: Dianne Otto Sent: Wednesday, June 13, 2012 11:23 AM To: 'Downer Davis' Cc: 'Mark Boswell'; 'maurice.shepr and @hotmail.com' Subject: FW: maurice sheppard project, 1010 Jones Avenue Hi, Downer. Attached are calculations supporting the drainage plan field changes (3 pages) and an as- built (1 page) for the project at 1010 Jones Avenue / Maurice Sheppard. Dianne K. Otto, CFM City of Tybee Island 1 phone 912.472.5031 fax 912.786.9539 From: Dianne Otto Sent: Tuesday, June 12, 2012 10:36 AM To: 'maurice.sheppardC@hotmail.com' Cc: 'Downer Davis'; 'Mark Boswell' Subject: FW: maurice sheppard project, 1010 Jones Avenue Dear Mr. Sheppard, As you and I discussed on the telephone, below are the emails that were exchanged regarding the drainage certification letter that your engineer, Mark Boswell, submitted to the City by email the evening of June 7. Comments from the City's consulting engineer, Downer Davis, were forwarded by email to Mark on Monday morning, June 11. The next step will be for Mark to submit to me the information that Downer Davis requested in the comments. At this stage in the process please consult with Mark or with me if you have any questions. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: Downer Davis [mailto:dkdbusOgmail.com] Sent: Monday, June 11, 2012 10:02 AM To: Mark Boswell Cc: Dianne Otto Subject: Re: maurice sheppard project, 1010 Jones Avenue 2 Please feel free to copy me if you send electronicll to Tybee. Sent from my iPhone On Jun 11, 2012, at 9:43 AM, Mark Boswell <lahbos @bellsouth.net> wrote: will get an as -built so we can calculate numbers. From: Dianne Otto <Dotto@ cityoftybee.org> To: Mark Boswell <Iahbos©bellsouth.net> Sent: Mon, June 11, 2012 8:59:54 AM Subject: FW: FW: maurice sheppard project, 1010 Jones Avenue Mark — Below are comments from Downer Davis in response to the drainage certification letter you submitted for 1010 Jones Avenue / Maurice Sheppard. Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: Downer Davis [mailto:dkdbus@gmail.com] Sent: Sunday, June 10, 2012 8:27 PM To: Dianne Otto Subject: Re: FW: maurice sheppard project, 1010 Jones Avenue " or Diane, I became aware of the bubbler when I visited the site for an E &S inspection around 2 -3 weeks ago. During that time, i became aware of the deviation from the approved drainage plan. As the work was already in, I: 1) Advised Maurice he should consult with his enineer on this promptly. 2) Called his engineer, Mark Boswell and advised him of this matter, which he indicated he had not been aware of 3) Noted it on my E &S inspection email to the City. 3 I revisited the site this afternoon. It appears that over 1/2 of the building and around 1/2 of the lot drain to the rear. Maurice had previously advised the bubbler pipe on the south side of the building is 4" diameter pvc. The intake grate in the SE area drains under pressure to a stone covered area SW of the house that is supposed to allow stormwater to bubble up through the stone and flow toward Jones Avenus as intended. The length of the bubbler line is around 60'. I measured a static water surface 0.7' below the top of the inlet grate in the SE area. I could not measure through the rocks at the outlet so I have no idea of how much lower (if any) the outlet is below the inlet.. I would like to see Mark's calculations supporting his concurrence with this field change. Roughly and liberally in the favor of Mark's postions and as he did not submit his documentation, I ran a few numbers: With 1' of head difference between the top outflow and the intake, the flow would only be 0.22cfs. If the bubble pipe had been 6" diameter, the flow would be 0.66cfs. Neither I nor the City is attempting to assist in or interfere with Mark's services to Maurice. I'm simply attempting to provide backup for my denial of acceptance of the current closeout submittal. I'm not suggesting that a 6" or even an 8" PVC line would or would not be acceptable. I do feel that had Maurice had his engineer submit an engineered field change, I would have been able to concur with this project today. Even without having Mark's calculations, the 25 -year storm runoff from lots of this size is usually over 1 cfs. Therefore, I will need to see an acceptable engineering submittal to concur with this design change. In the few lot designs where pipe has been used, we have always required asbuilts of the pipe which had supporting engineering calculations accepted by the City prior to permitting. Downer 912 695 -7262 On Fri, Jun 8, 2012 at 8:31 AM, Dianne Otto <Dotto@cityoftybee.org> wrote: Downer, Attached is a drainage certification letter for 1010 Jones Avenue / Maurice Sheppard. There is a note about a bubbler that was installed. Your number on this is 2100400. Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 4 fax 912.786.9539 From: Mark Boswell [mailto:lahbos @bellsouth.net] Sent: Thursday, June 07, 2012 7:46 PM To: Dianne Otto Subject: maurice sheppard project, 1010 Jones Avenue *4 ** ******* *** * ****. x** *** *********************.*** A****** * * **** * **** *xxxxx,.********. *** k #,�x naa✓�.t �t* • .*** **A ** ** * * * * * * ** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e -mail if you have received this e -mail by mistake and delete this e -mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ***+** 4*+***+********************************+** sa* 4**** * ** ** ** *4*4*4*4 *** * * * * * * * *4 ** * .***..* * * ** **** .. * * * *44 * * *+ *** ** 4* This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e- mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 <MAURICE- COMP- 6- 7- 12.doc> <S35C- 412061310560.pdf5 5 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912- 897 -6932 LAHBOSOBELLSOUTH.NET , RECEIVED (0- 1i1 -12 June 14, 2012 Diane Otto Planning and Zoning Department Tybee Island, Georgia Re: Maurice Sheppard Project 1010 Jones Avenue Tybee Island, Georgia Dianne, r e Sed At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan including final stabilization with the following exception : 1. a bubbler was placed on the south side of the project due to differing site conditions to route storm water to the Jones Avenue right of way and drainage system. After running calculations for the "bubbler" it is our opinion that the bubbler system will be acceptable. Calculations run through "Flowmaster" hydraulics software accompany this letter. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897 -6932, fax to 897 -2287 or e -mail to lahbos@bellsouth.net. Sincerely, L Mark Boswell -(Z Y ■ c:, le 4--D TO O RECEIVED i'0 - 14 r-es tied Worksheet for MAURICE- BUBBLER - HEADWATER Project Description Friction Method Manning Formula Solve For Discharge Input Data Pressure 1 0.00 psi Pressure 2 0.00 psi 4R.kTF Elevation 1 7.83 ft -- Tof of op5i'1 VAo"� Elevation 2 7.50 ft 8301 OF up5t G'QhTE Length 65.Q0 ff Roughness Coefficient 0.011 Diameter 4.00 in Results Discharge Headloss Energy Grade 1 Energy Grade 2 Hydraulic Grade 1 Hydraulic Grade 2 Flow Area Wetted Perimeter Velocity Velocity Head Friction Slope 0.16 ft3 /s 7 t 05 0.33 ft 7.88 ft 7.55 ft 7.83 ft 7.50 ft 0.09 ft2 1.05 ft 1.84 ft/s 0.05 ft 0.00508 ft/ft 2 O. 5 0.11 ro o.I2. . 13 0.14 iao p • I DI'.J AQ41- 6/14/2012 12:17:24 PM Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203- 755 -1666 Page 1 of 1 Dianne Otto Subject: Location: CO City Hall Auditorium Start: Thu 6/14/2012 11:00 AM End: Thu 6/14/2012 11:30 AM Show Time As: Tentative Recurrence: (none) Meeting Status: Not yet responded Organizer: Diane Schleicher Required Attendees: Diane Schleicher; Dianne Otto; Diane Schliecher_Yahoo Maurice Sheppard 1010 Jones About a certificate of occupancy Please call Downer at 695 -7262 to get a brief synopsis of this situation. -I2- 2 Jn cs `� ✓ems Mr. Davis said that he would be happy to talk on speaker phone when you meet with Mr. Sheppard. Changes made after building permits issued. Referred to Ray Hord and Downer Davis Erosion control inspection. Does not conform to plans. Can potentially affect neighbors. Permit violated Mark Boswell did not get information to Mr. Davis until yesterday. It is another engineering review. Mr. Davis will give a 48 hour turn around. Mr. Sheppard could have done a lot to avoid this. Mr. Davis has gone out of his way Mr. Sheppard has changed from original plan. All could have been avoided had Mr. Sheppard been compliant. 1 calcJlaa,oe,s s� RECEIVED Hydrograph Summary Report s :r al- pk 5 to -13 -t7-- Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 0.09 1 5 4,047 2 -- - -- - - - -- MAURICE- BUBBLER -2- 2 Rational 0.11 1 5 4,641 5 - - -- - - -- - - - -- MAURICE- BUBBLER -5- 3 Rational 0.12 1 5 5,051 10 - - -- - - -- -- MAURICE- BUBBLER -10 4 Rational 0.13 1 5 5,571 25 - -- -- - -- MAURICE- BUBBLER -25 5 Rational 0.14 1 5 6,016 50 - -- - - -- - - - -- MAURICE- BUBBLER -50 6 Rational 0.15 1 5 6,389 I v, 100 - - -- - -- MAURICE- BUBBLER -10 Proj. file: MAURICE- NDA- AB.GPW IDF file: SAVANNAH.IDF Run date: 06 -12 -2012 Project Description Friction Method Solve For Input Data Worksheet for MAURICE- BUBBLER Manning -F Fula (Normal Depth Roughness Coefficient p.013 Channel Slope 0.00923 ft/ft� Diameter 4.00 in_ Discharge ' 0.15 ft3 /s ) ---4. t p C Li EA Q Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type GVF Input Data SubCritical 2.76 in 0.06 ft2 0.65 ft 1.18 in 0.31 ft 0.22 ft 69.0 % 0.01061 ft/ft 2.34 ft/s 0.08 ft 0.31 ft 0.90 0.20 ft3 /s 0.18 ft3 /s 0.00621 ft/ft Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 68.96 Downstream Velocity Infinity ft/s • Q , Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03] 6/12/2012 5:02:20 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 -755 -1666 Page 1 of 2 Worksheet for MAURICE- BUBBLER GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 2.76 in Critical Depth 0.22 ft Channel Slope 0.00923 ft/ft Critical Slope 0.01061 ft/ft Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03] 6/12/2012 5:02:20 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 2 of 2 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 3141 0 912 - 897 -- 6932 LAHBOS@BELLSOUTH. NET June 7, 2012 Diane Otto Planning and Zoning Department Tybee Island, Georgia Re: Maurice Sheppard Project 1010 Jones Avenue Tybee Island, Georgia Dianne, RECEIVED /Hole) Li-co At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan including final stabilization with the following exception which we find to be acceptable. 1. a bubbler was placed on the south side of the project due to differing site conditions to route storm water to the Jones Avenue right of way and drainage system. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897 -6932, fax to 897 -2287 or e -mail to lahbos@bellsouth.net. Sincerely, Mark Boswell er 0 0 City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. 1 \ - 0 to 44 C Date Requested CP - I - t 2 Owner's Name _ .po..rd Date Needed L - 4 - ( 2-- Gen. Contractor Subcontractor ( nn Contact Information Project Address \, 0 I C -37.) S4��'- Scope of Work Inspector Inspection T E / 1 A Pass Fail 1.2 Fee h��52'is on. elev. as -b): t4' 0 Date of Inspection V0 - 12• Inspection Pass ❑ Fail ❑ Fee 1re.e de 5 Y1rv¢,, . Inspection Pass Fail C3 Fee Inspection Pass ❑ Fail o Fee IATERNATIOAAt CODE COUNCIL MEMBER [_XU 1 ( ..1 1,)(41 City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. % i o( 7d L-) Date Requested G/ Owner's Name -if fii�/ Date Needed Gen. Contractor ((.4)n%%= Subcontractor Contact Information M i - _,r--+ 1..v :,3«i Ga‘,U -6- i(0. Project Address 1010 -,.i0 Scope of Work � r u.�-% -' Inspector '% I"' / Date of Inspection/ Inspection BI- - Pass D Fail 0 Fee &-) -4517 (\6,,E.. 44 I C., - Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Ems* INTERNATIONAL CODE COUNCIL MEMBER City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No.2 Date Requested :,-„, / Z -;: Owner's Name 5/.1:- Date Needed W/ Zf v Gen. Contractor ' L=-J.. J Z. Subcontractor Contact Information /A141/1-1-11 2 /1- )A i 4";/2- ;' i Project Address /, ' " .) Uhf / Scope of Work "':tl .%4 Inspector Date of Inspection Inspection /_ / Pass Fail Fee Inspection L /i C S �� vJ / J /(-� /o%* Pass Fail ❑ Fee Inspection 1 Pass ❑ Fail ❑ Fee (4p, S I Inspection Pass ❑ Fail ❑ Fee City of „ Island • Community Develo, ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. a 6� U Owner's Name �ll����� -� _c ✓ Gen. Contractor f7c■.)nlZ7-1Z Date Requested Date Needed Subcontractor 1W mon- was` INTERNATIONAL CODE COUNCIL MEMBER Contact Information .VA) �`-4/ =;7 4t Project Address /6)/D J6A)/E.-‹ Scope of Work 7\)1-'4,J -::-. ' Inspector -'7 /g Inspection /21--- ..r / �(57G Date of Inspection Pass El Fail El Fee tN) v v) (1I I ,� 1 f k-1 �iiy1 I.1 crez ILk) Oca vJbt: 1`i �G _ -fir r.JGY �v� • Inspection S 3 1 l�r. ✓ Yh r ,._ S,2 3 1.5 — Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail D Fee Inspection Pass ❑ Fail ❑ Fee RECEIVED Georgia Energy Code Compliance Certificate* Builder Insulation Co. HVAC Co. /1/1- /11- Cct 771ereMO E./ye/Ail-7'0 reru/A' ca610 Mc 12 yi77- ldlet Contact Info Contact Info Contact Info Envelope Information: (List R- Values for the following components) Flat ceiling /roof Exterior wall Attic knee wall Basement stud wall Crawlspace stud wall Foundation slab Cantilevered floor Fenestration: Window U- factor Skylight U- factor Glazed Door U- factor �0 /9 4/0 ,V,9 NA /fr,4 3p N/+ Mechanical Summary Water Heater installed by: Water Heater Type: Gas Electric Other (explain) Energy Factor: Slope /vault ceiling Attic knee wall sheathing Basement continuous Crawlspace continuous Above grade mass wall Floor over unconditioned space Other Insulation P!L G6o 83/ j2. 72/ LOD/ /Z 2cr / v00 A4 AT/0 11/4 ACA A/4 . 3 Window SHGC , z`f Skylight SHGC Nq Opaque Doors U- factor 3 0 ( <50% glazed) Ca0iff-''rte% /tLUHit f.I.;r/d Co 0.7 Number of Heating and Cooling Systems (air handlers) Heating Type: Gas Air Source Heat Pump Other Efficiency: 4- AFUE HSPF rw -U Cooling System Type: (Direct Expansion, Heat Pump, Geothermal, Etc.) Cooling System SEER: 19 Total House Heating Load (Btu /h based on ACCA Man. J or other approved methodology) Total House Cooling Load (Btu /h based on ACCA Man. J or other approved methodology) Cooling Sensible Load (Btu /h) Cooling Latent Load (Btu /h) Total Air Handler CFM (Based on Design /Calculations) ini /9 z4( S 7' j" 2 r Z 75- 3Y69 Heating and Cooling Calculations Performed by (Name) ni/�/47 -c/t/ Alek *Certificate shall be readily accessible and posted on the electrical distribution panel or air handler. List primary type when there is more than one value for each component (i.e. certificate shall list the value covering the largest area) The certificate shall be completed by the builder or registered design professional. Georgia Residential Energy Code Compliance Certificate* Address: /010j-one's-Ave/ Builder /Design Prof.: Wu/wiz&Sh.eppcwd., Envelope Summary: • List the R -Value for the following components: Flat ceiling /roof: tj,c, Exterior wall: t 0t Attic kneewall: 4p Basement stud wall: Crawlspace stud wall: Foundation slab: Cantilevered Floor: • Fenestration Components: Window U- factor: . ;6 Skylight U- factor: Glazed Door U- factor: Permit #: Phone: Sloped /vault ceiling: Above grade mass wall: Attic kneewall sheathing: Basement continuous: Crawlspace continuous: Floors over unconditioned space: Other insulation: Window SHGC: 24 Skylight SHGC: Opaque Door U- factor: , 30 (<50% glazed) • Building Envelope Tightness (BET): BET test conducted by: ,TowUatha.vv oro -c avv Phone: 721 -2001 Fan Flow at 50 Pascals= 626 CFM50 Total Conditioned Volume = 23622 ft3 ACH50 = CFM50 x 60 / Volume= 1.59 ACH50 (must be less than 7 ACH50 ) Low Rise Multifamily Visual Inspection Option (The visual inspection option may be conducted by a third -party instead of the BET test for R -2 buildings only.) Phone:Nrk Visual inspection conducted by: NA Mechanical Summary: Water Heater Energy Factor: . 6l b Ef Fuel type: ❑ Gas ®' Electric ❑ Other Number of Heating and Cooling Systems: 7 Heating System Type: ❑ Gas: AFUE ❑ Air - Source Heat Pump: '7,S HSPF ❑ Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): Cooling System Efficiency: 1,61 [ aEER ❑ EER ❑ Other Heating /Cooling Load Calculations Performed by: fJ' iA�ituJ 4.rz. Phone: Total Heating Load (Based on ACCA Man. J or other approved methodology): < $t Btu /h Total Cooling Load (Based on ACCA Man. 3 or other approved methodology): Btu /h Cooling Sensible Load: 1Z, 2yls Btu /h Cooling Latent Load : 34-11i Btu /h Total Air Handler CFM (based on design calculations): CFM Duct Tightness Test Conducted by: NIA Phone: CFM25 per 100 ft2 of conditioned floor area = CFM25 x 100 / Conditioned floor area served If all ducts are not located within conditioned space, builder must verify that either the postconstruction duct leakage to outdoors (PCO) is <_ 8 %, the post construction total duct leakage (PCT) is <_ 12 %, or the rough -in total duct leakage (RIT) with air handler installed is <_ 6 %. State which method was used to conduct the duct tightness test: duct blower (DB), modified blower door subtraction method (MBDS), or automated multipoint blower door (AMBD). *Note: This permanent certificate shall be posted on or in the electrical distribution panel or air handler. Certificate shall be completed by the builder or registered design professional. Where there is more than one value for each component, certificate shall list the value covering the largest area. System Method (DB, MBDS, AMBD) Test (PCO, PCT, RIT) CFM25 Area served (ft2) Result ( %) 1 2 3 *Note: This permanent certificate shall be posted on or in the electrical distribution panel or air handler. Certificate shall be completed by the builder or registered design professional. Where there is more than one value for each component, certificate shall list the value covering the largest area. U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program 'ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION Al Building Owner's Name Maurice Sheppard OMB No. 1660 -0008 Expires March 31, 2012 For Insurance Company Use: Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1010 Jones Ave. Company NAIC Number City Tybee Island State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 61 -B, Ward 3 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 32 deq 00.048 min Long. W 80 deq 50.907 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 158 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b 400 sq in d) Engineered flood openings? ® Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage n/a sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number Tybee Island 165164 B2. County Name Chatham B3. State GA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 13051CO213F F Date Effective /Revised Date Zone(s) AO, use base flood depth) 9/26/08 9/26/08 AE 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM El Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* El 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 -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized IocalVertical Datum NAVD 1988 Conversion /Comments a) b) c) d) e) f) 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.4 Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 18.6 n /a. n /a. 12.4 Check the measurement used. ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) 0 feet ❑ meters (Puerto Rico only) 8.0 8.2 8.1 ® feet ® feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available.! understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name J. Whitley Reynolds License Number 2249 Title Company Name J. Whitley Reynolds, Land Surveyor Address 636 Stephenson Avenue, Suite C City Savannah, State GA ZIP Code 31405 Sign- re Date 5/30/12 Telephone 912 - 352 -0464 FEMA F/ m 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corn )nding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1010 Jones Avenue For Insurance Company Use: Policy Number City Tybee IslandState GA ZIP Code 31328 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.e) = A/C pad. The storage area has 2 engineered flood openings Si' ature Date 5/30/12 ❑ Check here if attachments TION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 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. 1010 Jones Avenue Policy Number City Tybee Island State GA ZIP Code 31328 Company NAfC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View May 30, 2012 11111111111 III viii HIIIjJJ 11111111 m Nmiiiimal 1 �.I it 11111111111111 1111111111111 11111111 111111111Mig 111111111111t ■I■■ I ;\\\.*\\\\\\\\\ I IIIIIIII - „..01111101111P 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. 1010 Jones Avenue Policy Number City Tybee Island State GA ZIP Code 31328 Company NAIC Number 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." Rear View May 30, 2012 May 18 12 07:19a Conneff 9123548695 p.1 S -23 -12 City of Tybee Island COMMUNITY DEVELOPMENT DEPARTMENT P.O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (912) 786 - 4573 -- FAX (912) 786 -9539 APPLICATION FOR INFRASTRUCTURE ALTERATION PERMIT Name Ce4 n ,I (t P'' 61 de Address /Of ar'eric de ti Home Telephone 5"- 7 ? 44. Other Phone -f? 33‘e,r NOTE: Any alteration to City -owned streets, curbs, sidewalks, water lines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a permit from the City, and an acknowledgement by he 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 damage of any variety. f. The individual has read applicable portions of the City's Code of Ordinances dealing with the alteration, and agrees to fully, comply with such provisions. Location of work: / 0 / 0/1 CS A-i Description of alteration: et/6 sf'-ete i � p 01 9 S 't h'l 4 //1 Estimated cost of constructigxi: $ A sketch or drawing mus'be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: Any 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 descrLb teration in dance with these provisions. Signatu 0-e (� CoArier --f —go: (15 1-o boce, it\ Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm /Drainage City Manager Date al 0-C Signature Date Fees Permit Inspection Engineering Reviem TOTAL 'rj o 0 (A) al rQ^ City of _ Jee Island Community Develoi_ ant Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. // 0‘/-/c-) Date Requested 5 /,2- Owner's Name 17.- j)a; i Date Needed .4J// 11 -- \\ Gen. Contractor Subcontractor 1 /o0f, Contact Information MI v.-i! 1' -+ - L4 -J Project Address 1 J ID dot.),:-__, Scope of Work ■'-' .�) Inspector ) -1 Inspection <--e4/11--m, ]3L - ! U Pass INTERNATIONAL CODE COUNCIL MEMBER Date of Inspectio r,� Fee Inspection Pass El Fail ® Fee Inspection Pass U Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee 41( TX Result Report P 1 05/03/2012 12:29 Serial No. CM35228060004 TC: 331548 Destination Start Time Time Prints Result Note 18888514411 05 -03 12:28 00:00:55 001/001 OR Note TMR: Timer TX. POL: Polling. ORG: Original Size Setting. FME: Frame Erase TX. MIX: Mixed original _ TX. CALL: Manual TX. CSRC: CSRC. FWD: Forward. PC: PC -Fax, RLY: Double-sided MBX: confidential. : BulletiinC1SIP rSIPnFax.FIPADR:FIP Address Fax. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- Full:Memory Full, LOUR:Receiving length Over, POUER:Receiuing page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. NotsE /- 8- g- lo841 -P- <s .; ex¢- 3 2 Fi'SSer 3285(0 0 RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR _ - _ VAX TOc Tom_ - 7 Pho Fj @org : r 9 I I - 2:>lv<-1-7) FA = I — S88 -SSl - 4•4- it Location Address: I r) I ED ` E:)/•--5-1 Type of Release: Temporary Electrician: Owner/Builder: maaent Lot # Release Date: Subd Name: Electrician Phone Number: Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Bnilder: Electrician Phone Number: Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: OwnerBuilder: Electrician Phone Number: Phone Number: ��A o N E i - 8 8 5 - 7 4 8 - 6 8 4 3 p r e s s l j 2 x 4 . 3 2 F 5 S o 3 2 8 5 0 r A ` �� . R E L E A S E S F O R E L E C T R I C S E R V I C E F R O M T Y B E E I S L A N D F O R . F A X T O : - . 1 4 4 0 - B . r i 9 5 - 3 7 P h o n _ o r s ; a ( r o e r 9 I I 0 / 0 4 - 1 - 4 0 F A X : - g s T - S s 1 - 4 1 + 1 1 Y L o c a t i o n A d d r e s s : T y p e o f R e l e a s e : T e m p o r a r y 1 0 1 O d t D O E E l e c t r i c i a n : L o t # R e l e a s e D a t e : - . . 1 3 / 1 / 7 , e r m a n e n t S u b d N a m e : O w n e r / B u i l d e r : E l e c t r i c i a n P h o n e N u m b e r : 1 P h o n e N u m b e r : L o c a t i o n A d d r e s s : T y p e o f R e l e a s e : T e m p o r a r y E l e c t r i c i a n : L o t # R e l e a s e D a t e : P e r m a n e n t S u b d N a m e : O w n e r / B u i l d e r : E l e c t r i c i a n P h o n e N u m b e r : P h o n e N u m b e r : L o c a t i o n A d d r e s s : T y p e o f R e l e a s e : E l e c t r i c i a n : O w n e r / B u i l d e r : T e m p o r a r y L o t # R e l e a s e D a t e : P e r m a n e n t S u b d N a m e : E l e c t r i c i a n P h o n e N u m b e r : P h o n e N u m b e r : City of .,bee Island • Community Develop.nent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. Owner's Name Gen. Contractor Contact Information Project Address s: : Scope of Work Inspector Emu lk INTERNATIONAL CODE COUNCIL MEMBER Date Requested r - Date Needed Subcontractor Inspection ---, ._ ■ r'�A.) - � ` 1� 4. V � v i/)'' (i: ��}- ` ?J A t k. Ur- ` : Z ? ; <<, rf -475 v1-- �,.� zA l 44. 7-- rt.; I iii.,, I�' r1 F.) V.. GtJ jfGZ 2-ZD L.t?x C.,`' 5 i A.. R:4'1 . Inspection P j ") 4.), .". 747°✓ ;\1 Pass EH Fail 0 Fee b) ‘,J. 5�.,> 4 &1 I- C., Date of Inspection Pass ❑ Fail Fe #JU Inspection Inspection •IZ4frt, � 4r-4 w> Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee NONCONVERSION AGREEMENT FOR STRUCTURES IN THE FLOODPLAIN Building Permit Number if -- 06 VD PIN it - 000 6- /2_-• 005- Address of Property /Q /0 yoives 4l/tr ? 404re Ise-4 A4 c� w FIRM Zone A6- BFE . f/ feet (NAVD) Panel Number 0 a /3 , effective date L/Z 6'/0 — c C Property Owner(s) RKf fl p riy () u i c 5F- ♦ , N � /�� '.; R D Contractor /'7 � Cc. ..bbl Ei�Pi9 K In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to th< following: 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Preventip Ordinance in effect at the time of conversion. CFI 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood - resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazard Area. 6. That any variation in construction beyond what is permitted shall constitute a violation and be abatable as such. Signature of Property Owned'/ Date f '74 u c 1-- S / 0°4 /co Printed Name of Property Owner Signature of Prop Owner A/4-4/ C S /fEy°%fi�i Printed Name of Property Owner Date - .tt 1408383 FILED FOR RECORD 4/'1 r /201• 11 >59a.m PAIN 10.00 Daniel 1,1. Pv Clerk Superior Court of Chatham County 7` / /p -/ C.1--! t : .&eof STATE OF GEORGIA COUNTY OF CHATHAM �n t I hereby certify that on this ''day of , 20 ( 2 , before me, a Notary Public of the State of Georgia, personally appeared e_ 4- Y.ja an c1 Sk ..par c , known to me, or satisfactorily proven to be the person whose name is subscribed to the foregoing instrument, who acknowledged that he /she has executed it for the purposes therein set forth, and that it is his act and deed. In witness whereof, I have set my hand and Notarial Seal. NOTARY My Commission expires on WITNESS SIGNATURE Printed Name \1i Address 103 14.0 DIANNE OTTO , Chatham County , GA 2 0 lolly Commission Expires November 6, 2014 I�� t 6 -4 3122S Note: A Nonconversion Agreement must be used whenever an enclosed structure or portion of a structure is built or substantially improved within the 100 year Floodplain below the Base Flood Elevation. A Nonconversion Agreement must satisfy all of the above conditions and requires proper recordation in the land records of Chatham County, Georgia. 3 City of rt 1 _ee Island • Community Develop._._nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 its INTERNATIONAL CODE COUNCIL' MEMBER Permit No. 1 1 0 (04 0 Date Requested g- 23-12 Owner's Name J /-VP�'"),i) 2 r d Date Needed 1 Gen. Contractor () L,J (_QX Subcontractor Contact Information , ' a v r _ (c700- g351(6) 3- Project Address \ 0 ( 0 17-0-.S .S Scope of Work �-3 5 Inspector Date of Inspectiq. ; ,- ; Inspection :: (, °,; "'" r > rl Pass 112 Fail ❑ Fee Inspection Pass ❑ Fail Fee Inspection Pass ❑ Fail El Fee Inspection Pass ❑ Fail ❑ Fee City of Tyi,ee Island • Community Developr, It Dept. 1 a!'Y\' Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 Fax 912.786.9539 Permit No. /1— ,b(-/C2 Date Requested // L Owner's Name 1 ',j Date Needed -3/6 / /Z_ II Gen. Contractor !s, ,),J &Z_ Subcontractor / Contact Information j/) /60-1- -c- f 4F )1'4i J l '(' 0 - %% Project Address lh'J /v '�/UAJr S Scope of Work iii ) <;i- Inspector -2/1 Date of Inspection j s Inspection /41? / - Pass Fai Fee Mak MUM INTERNATIONAL CODE COUNCIL MEMBER Inspection L 1 1 - Iz 'DI ( 5 5 .16 f 1 Pass Fee l..`.; R�li 1 (1f) �A 7..X i/��:�{- L.JW �( 6 lc= ; r._ Inspection rk 4 1 Pass i Fee (1, 1-`r-a,' ` -- 7 14 _ . 5 •,.,J )-- -4- j i &..1.. 1 7.0 ,,._ 4 ' ``� /) =-r I .) -1 Inspection Pass ❑ Fail Fee Permit No. City of i yoee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ii INTERNATICINA! CODE COUNCIL MEMBER //- 4`24/L) Date Requested / Owner's Name Date Needed / — /Z-- Gen. Contractor (j;�(]A.),^ -, Subcontractor Contact Information `'f%AJ' �t -k -",2 ,°!) /Gv ° Project Address / v) -) J : _, Scope of Work IJ T:=. J `;,(:- Inspector 7"I / Date of Inspection Inspection l- t, 'I, -J6 . Pass Fee _7 Inspection Pass Fail ® Fee Inspection Pass ❑ Fail El Fee Inspection Pass ❑ Fail ❑ Fee City of 7, . ae Island • Community Develop►. -fit Dept. Inspection Report 403 Butler Ave. • P.Q. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 merit INTERNATiONA! CODE COUNCIE MEMBER Permit No. - Date Requested 3- ■ -2 - 1 L Owner's Name �,=�= Date Needed iZ.. 3-13-1-2_ Gen. Contractor 6,,d0--.--:-..7.--. Subcontractor V � Contact Information Project Address Scope of Work Inspector 41.1"---11 I L.) 0 Inspection 141i..:1- Date of Inspection Pass ❑ Fail 111 F i-F- 4i TL p /4 - -/J_ Inspection j7 - Pass Inspection (' Pass El Fail // Yh i ,(U v✓ U - y v C7 i1n� � Ail j /•7 4 / ISO X'� i\Ai 4/6 )1 -- Inspection / / !! Pass ❑ Fail ❑ Fee Fee City of 'L _ .ee Island • Community Develop. ant Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. - 0(r) 4 0 INTERNATIONAL CODECOUNCIC MEMBER Date Requested 2 - 3 - i Z Owner's Name J VQ f po c Date Needed 2- i c -) 2 Gen. Contractor 3 rjJ Subcontractor Contact Information Project Address Scope of Work Inspector 1/1 Inspection ho, ( po, /\/)ck 1010 J "mss A ve Date of Inspection �G. Pass --Rail El Fee Inspection Pass ID Fail Fee Inspection Pass ED Fail El Fee Inspection Pass ❑ Fail ❑ Fee City of T, ee Island • Community Develop■ .nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. / / - r9G J i Date Requested % f! Z Owner's Name 1- ? %- f> -4 ,ZC I_ Date Needed Z. /2.-- Gen. Contractor Subcontractor Contact Information "MU --> 6lot9 • Lidi Project Address it) /17, JAp-L6 Scope of Work !V /C-&/ �' Inspector -7/'1 Date of Inspection , Zi Ps& Inspection,)/i/e_k - Pass -- Fee Inspection Pass El Fail ID Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tyoee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. Date Requested Ins% Ems* INTERNATIONAL CODEcouNctr MEMBER Owner's Name ,5/-7,4„:" Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work A.4-(4) Inspector Inspection - Pass El Fail El Fee Date of Inspection Inspection Pass Fail El Fee Inspection Pass Fail El Fee Inspection Pass Fail Fee T k You For Your Business. PEST CONTROL CO., INC. Please keep us in mind for your other needs: Pest Prevention Termite Protection Wildlife Management P.6g @fit @ l'itF61 Wig g iii ien �osqui o ebiltfoi Repair /Handyman Services Lawn, Shrub & Tree Care (Limited Areas} Refer your family, friends, neighbors & co- workers and receive 1 free service (up to $50) for each referra CUST NAME ACCT# REFERRAL NAME PHONE# STREET ADDRESS CITY /STATE /ZIP View your account online Q www.peachtreepestcontroLcom essaona1 products available @ www.thepestcontrobtore.com We as professionals at Peachtree Pest Control feel exterior inspections and treatments are of primary importance. However, if you are not home during our visit and would like to schedule inside service, simply call our office at 1- 855 - PEACHTREE (732 - 2487). Time In:. -, ' a , ./XXC"FM C iit i • AMOUNT PD 1 CASH CHECK* CC* / EXP DATE Customer /Customer's Representative �atI,Te Date Terms : Pochtro Pot Gentrol Ee:; hie. §i §1 E LF @rs§ MIII §runiwick, 65 31825 -2855 912 - 265 -9700 Acct #98448 INV # 508295 Maurice Sheppard 1010 Jen @li Av@ Tyb@@ 1 @I @nd, ®A 31328 Comments Form WEB20 WOOD DESTROYING ORGANISM CONTROL INSTALLATION ❑ REPLACEMENT ❑ MONITORING ❑ ❑ NO VISIBLE SIGNS OF ACTIVE AT THIS TIME 0 ACTIVITY FOUND. AREAS: Coriipanjl Representative Bal this site as of 12/1412011 $0.00 Service at : 1010 Jones Ave TOg@ 1 §1 §fly; @A TIN§ Lic #: 9 %8 %3 Acct #98448 INV 508295 PO #: Termite Pretreat �d) fethi Prepay Amount Due This INV Total Due This Site Service at : 1010 Jones Ave Tybee Island, GA 31328 Check# $ Card# Signature Please return Lower portion Termite Pretreat Adj °II Prepay Amount Due Total Due This Site / Date Tax $225.00 Total $ii §:99 $9: @9 §ii §:99 ($0.00) $225.00 $225.00 $225.00 Tax Total $22.0:00 OM oRii§ :00 ($0.00) $225.00 $225.00 c�F PESTT CONTROL INTERIOR ry SCHOOLDAYCARE 0 No person(s)1 students present at time of service USE ONLY 0 Doors lockedlarea secured 0 Re -entry signs placed at appropriate locations 0 School Holiday 0 Log Books Updated 0 Time In:. -, ' a , ./XXC"FM C iit i • AMOUNT PD 1 CASH CHECK* CC* / EXP DATE Customer /Customer's Representative �atI,Te Date Terms : Pochtro Pot Gentrol Ee:; hie. §i §1 E LF @rs§ MIII §runiwick, 65 31825 -2855 912 - 265 -9700 Acct #98448 INV # 508295 Maurice Sheppard 1010 Jen @li Av@ Tyb@@ 1 @I @nd, ®A 31328 Comments Form WEB20 WOOD DESTROYING ORGANISM CONTROL INSTALLATION ❑ REPLACEMENT ❑ MONITORING ❑ ❑ NO VISIBLE SIGNS OF ACTIVE AT THIS TIME 0 ACTIVITY FOUND. AREAS: Coriipanjl Representative Bal this site as of 12/1412011 $0.00 Service at : 1010 Jones Ave TOg@ 1 §1 §fly; @A TIN§ Lic #: 9 %8 %3 Acct #98448 INV 508295 PO #: Termite Pretreat �d) fethi Prepay Amount Due This INV Total Due This Site Service at : 1010 Jones Ave Tybee Island, GA 31328 Check# $ Card# Signature Please return Lower portion Termite Pretreat Adj °II Prepay Amount Due Total Due This Site / Date Tax $225.00 Total $ii §:99 $9: @9 §ii §:99 ($0.00) $225.00 $225.00 $225.00 Tax Total $22.0:00 OM oRii§ :00 ($0.00) $225.00 $225.00 Permit No. City of TyL a Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.Q. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 = - ` Date Requested Owner's Name % ._, r- - ` Date Needed KIM% INTERNATIONAL CODE COUNCIL MEMBER 17 -13 -I( [2-i9 -I1 Gen. Contractor Subcontractor Contact Information Tom"" /42 - - -31' ,`%Z4�` -,j Project Address /0 /U �JA 1 Scope of Work Ak ,4J 7/- Inspector 1;'1/ Inspection / /. .; " Pass 0 Fail • Fee Date of Inspection Inspection Cov ,\ e Plen j ./ r�J 4 Passes Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of .ee Island • Community Develop. nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Ca® INTERNATIONAL CODE COUNCIL MEMBER Permit No. '- L. 'V `- L) Date Requested Owner's Name J r �c� C Date Needed \ 2 Gen. Contractor -° Subcontractor Contact Information (9-39 Project Address 1 C) rte S Ave_. Scope of Work S T Inspector 'It Inspection i n8 ;2.6A,,),G t ' -'IG / Urc: �JCi ice. Date of Inspection Pass Fee Inspection Pass ❑ Fail Fee Inspection Pass ❑ Fail EJ Fee Inspection Pass ❑ Fail ❑ Fee IN Result Report P 1 12/06/2011 13:37 Serial N0. CM35228060004 TC: 296683 Destination Start Time Time Prints Result Note E-- Georgia Power 12 -06 13:37 00:00:48 001/001 OK Note MIX: Mixed Origginal _TX11CAALL:CMaanuaal1TX, Original Size gFWUD:FFoorwardMePC: PC -Fax, RLY: Double-sided MBX: confidential, : BulletPinC1SIP rSIPnFax,FIPADR:FIP AAddress Fax,TX. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- Fu11:Memory Full, LOUR :Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. FOR RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND . FAX TO: Lynn Brennan 9-1,2=9.0.1=3P537 Phone 912 0h 3 - M, f GQ-+4. y 3caa- 625 ,QQorg: - 'Po use T" jl_p(=, /.o Location Address: �7 1 �� � � --s Ave _ Lot # Release Date: % SQ�_•n�ty Type of Release: V Temporary Permanent Subd Name: Z -6n7, -11 Electrician: / r \ L- I C-=( . Electrician Phone Number: "j 1 3 Owner udder: .1\1\ Li T. P pQ, - Phone Number: ( c)- g,3 9(27 Location Address: Type of Release: Temporary Electrician: It # Release Date: Permanent Subd Name: OwnerBuilder: Electrician Phone Number: Phone Number: Location Address: Type of Release: Temporary Electrician: Lot # Release Date: Permanent Subd Name: Electrician Phone Number: OwnerBuilder: Phone Number: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO: Lynn Brennan 9 -1x-37 Phone 912 -14453MS3' eorg ; a. 'Po uoe t' 3 o (o - 2 Co 4.4So 9 gob- 2 ?Or C+1 30,x- 2 (02S- �1 -O(oL4O Location Address: Qio Z &s /o 1 LJ Type of Release: V Temporary Permanent Subd Name: AV e • Lot # Release Date: I Z -G - )1 Electrician: Owner ML'`oa, (� 2c . Electrician Phone Number: 313 -5 4 S uilder: Mth U r: 2 J h.¢.`) par Phone Number: O ' 3 9Co Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: • Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: City of '∎ yoee Island • Community Developr1.ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 Fax 912.786.9539 Permit No. 1 1_ 0 40 Date Requested 12 - S 1 1 Owner's Name f ko p !) rc_, Date Needed Z - (0-11 Gen. Contractor Subcontractor A i K¢.. Sl 0 Q ,r, w =:MI INTERNATIONAL CODE COUNCIL' MEMBER Contact Information M r . S kQ o poi--J (0 cp o -- F3 9 b Project Address ! 0 I 0 O /1 -p--5 -7-\v e_ . Scope of Work ..J S. Inspector 14 Date of Inspection i/ Inspection SC. VJ 1DDE?J Pass Fail El Fee Inspection Pass EJ Fail ❑ Fee Inspection Pass LJ Fail Fee Inspection Pass ❑ Fail ❑ Fee Dianne Otto I - - (0-t I resoled er �I o w ner From: Downer Davis [dkdbus @gmail.com] Sent: Tuesday, November 29, 2011 5:12 PM To: Steele Knudson; Dianne Otto Cc: Mack Kitchens Subject: 212001 211040 1010 Jones Avenue Attachments: 212001 211039 112911 Co error.jpg 11 -obLI-0 The Co stops around 8' short of the edge of pavement. Mack Kitchens was onsite and advised he will be the foundation subcontractor. He agreed he would pass this on to the Owner in advance of the City notification. 1 CITY OF TYBEE ISLAND WATER METER PICKUP DATE ISSUED: 11 -23 -2011 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION NEW RESIDENTIAL BLDG - SF 1010 JONES AVENUE MAURICE SHEPPARD 5 WHITAKER ST UNIT 502 SAVANNAH GA 31401 912 - 660 -8396 MAURICE SHEPPARD 5 WHITAKER ST UNIT 502 SAVANNAH GA 31401 1982 P $6,920.50 $200,000.00 ONE WATER METER (3/4 -INCH) PERMIT #: 110640 TOTAL BALANCE DUE: $6,920.50 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org DATE ISSUED: 11 -23 -2011 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF 1010 JONES AVENUE MAURICE SHEPPARD 5 WHITAKER ST UNIT 502 SAVANNAH GA 31401 912 - 660 -8396 MAURICE SHEPPARD 5 WHITAKER ST UNIT 502 SAVANNAH GA 31401 1982 P $6,920.50 $200,000.00 PERMIT #: 110640 TOTAL BALANCE DUE: $6,920.50 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org 0):b CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT I1 ,D LI -o Location: "J 4l— NAME ADDRESS I2 sets of building plans 7 1 copy of survey showing / ground elevations &flood zone ✓ 1 copy REScheck or COMcheck $250 plan deposit PIN# y- oo06-12 -0OS" TELEPHONE Owner /'7i4LRrce r AvA.vcy SNFP,A4A () 0, 601 Z 09 7' 7B5-- 22L44'4 C4 313zJ VL 46vf 3 ?6 Architect or Engineer 6 36 .rre-p1,4f.roAr 4 v iiVjNe Q1y,Oipf 54v4 vAbby, C/ _7/y o3' 9 /L 9,3- 2 014i Building Contractor / Ammice S/ftprrn o P o Lox L 0 f 0 w,ve R ry&-- t Is c,s v ». G.R 3 3 z fr 9' iz 66e f ?9,‘ (Check all that apply) n New Construction ❑ Other Residential �( Single Family ❑ Duplex ❑ Multi- Family ❑ Commercial Details of Project: ,4 ,(ti k»j (3 e 63 u i 1 r (4/ j / g_ w1r,t Tivr_ riot) RI OF z /v/ArG 5(, c/ /1t rL e4--4 Estimated Cost of Construction: $ 2 b b a o'o Construction Type / (Enter appropriate number) (1) Wood Frame (4) Masonry (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: /9dfy/11,tAy Ae.ri'peArc E3 Remarks: (6) Other (please specify) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units / # Bedrooms 3 # Bathrooms 3 Lot Area y Ea,' l r r Living space (total sq. ft.) / 98z # Off - street parking spaces C Trees located & listed on site plan yes Access: FRo vt- Driveway • (ft.) With culvert? No With swale? A/a Setbacks: Front 2/ FT Rear / Pr Sides (L) ( R ) / # Stories 3 Height 3,1 r 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 To On -site waste and debris containers will be provided by Ara,4A7,'a t/4 fTif lent/ice"- Construction debris will be disposed by 47- Cmvrte by means of CONr,Qif�� I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: /1- // 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 Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and /or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage • Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager Si! rirr- Date ).1&z /(-/ 6efros14- c ck4 12D ' 2S0. IQcg2x1 o° = .tbIgB', 2.00va\ue, FEES Permit Inspections Water Tap Sewer Stub Aid to Const. CC Recovery eng. TOTAL 2ooO 09.33 9,1.5 692o 0 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: //4wf{,/cg' S hie •ee.2n Project I.D.: Attachments approved by: Date: U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Maurice Sheppard Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1010 Jones Ave. Company NAIC Number City Tybee Island State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 61 -B, Ward 3 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 32 deg 00.074 min Long. W 80 deq 50.838 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 143 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b 288 sq in d) Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage n/a sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number Tybee Island 165164 B2. County Name Chatham B3. State GA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 13051 CO213F F Date Effective /Revised Date Zone(s) AO, use base flood depth) 9/26/08 9/26/08 AE 11 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 B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA NAVD 1988 ❑ Other (Describe) ❑ Yes ® No 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 -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized IocalVertical Datum NAVD 1988 Conversion /Comments Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.2 ® feet b) Top of the next higher floor 19.2 ® feet c) Bottom of the lowest horizontal structural member (V Zones only) n /a. ® feet d) Attached garage (top of slab) n /a. ® feet e) Lowest elevation of machinery or equipment servicing the building 13.1 ® feet (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 8.5 g) Highest adjacent (finished) grade next to building (HAG) 9.1 h) Lowest adjacent grade at lowest elevation of deck or stairs, including 9.0 structural support ® feet ® feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifiers Name J. Whitley Reynolds License Number 2249 Title Company Name J. Whitley Reynolds, Land Surveyor Address 636 Stephenson Avenue, Suite C City Savannah, State GA ZIP Code 31405 Signature' FEMA Fo 0".1-31, M.•ee Date 11/1/11 Telephone 912 - 352 -0464 ORGI14 See reverse side for continuation. Replaces I previous editions Ii.1PORTAiJT: In these spaces, copy the c Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1010 Jones Avenue sponding information from Section A. For Insurance Company Use: Policy Number City Tybee IslandState GA ZIP Code 31328 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.e) = A/C pad This certificate was pre•ared without benefit of a drainage plan. Signa . e Date 11/1/11 ❑ Check here if attachments SECTIO - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community - issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co — Construction Exit Sdl — Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http: / /www.gaswcc.org/docs/ field manual 4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5 " -3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation, I will no longer be accepting any deviation from the State requirements. The stone will be a representation of 1.5 " -3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. I have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to #2, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer Signature of Owner /Con f 'or 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: /0 /0 we, 1 i4 v Owner's Name: /24 N, r c 4 ,S' 41 A- 099`,4 -/ui Address: 40, / cX 7),B6-4= _rs ti v0, GA- 3/321' Contractor's Name: /IA. c F a f'�tE e(17 r 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. // ,C7 BFE Acknowledged and agreed to this tf ry day of /14 , 20 // Owner / Contractor Si re Owner / Contractor Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: / p /0 -ors 4 y[f Owner's Name: A9 4 u A i c n'? Address: P O ±i Ox Z C 7 Ty Q .mss cAl -Nv / G- 9 3/321 Contractor's Name: 414 R %C G fi-,1 P//3-A This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. 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. AA/ Owner's Signature / ' Date /%N&/ GE' S)-ix Owner's Printed Name /i /9 4 Contractor's Signature / ' Date /tv)_ q ,t iC .07i-et/ MFR n Contractor's Printed Name 1"I Ac4 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Sheppard Residence Energy Code: Location: Construction Type: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 100 Jones Ave. Tybee Island, GA Georgia Residential Code Tybee Island, Georgia Single Family 1982 ft2 10% 1851 2 Owner /Agent: Sheppard Residence Tybee Island, GA Designer /Contractor: G &L Residential Richmond Hill, GA Compliance: Passes on UA trade -off Compliance: 25.6% Better Than Code Maximum UA: 497 Your UA: 370 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Maximum SHGC: 0.40 Your SHGC: 0.30 Assembly Gross Cavity Area or R -Value Perimeter Cont. Glazing UA R -Value or Door U- Factor Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Wall 2: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Window 2: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Door 1: Solid Door 2: Glass SHGC: 0.30 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Heat Pump 1: Air Source 7.7 HSPF, 13 SEER Compliance Stateme calculations submitt requirements in R Name - Title 1016 966 1242 1242 130 61 39 66 1016 30.0 0.0 19.0 19.0 0.0 0.0 38.0 0.0 0.0 30.0 0.500 0.500 0.500 0.500 36 24 75 57 65 31 20 33 29 WI*WI* design described here is consistent with the building plans, specifications, and other . The proposed building has been designed to meet the Georgia Residential Code mply with the An rat. re.,,irements listed in the REScheck Inspection Checklist. Minimum R -Val Basement and Crawl Attic Kneewall Wall Cavity Mass Walls Roof /Ceiling Floors over unheated space R -13 R -5 R -19 R -13 Maximum Glazing Requirements: Windows /Glass Door U- Factor = 0.65 with maximum SHGC = 0.40 4/j /iI Dae Project Title: Sheppard Residence Data filename: C:1Documents and SettingsWP_AdministratortMy Do uments REScheckssheppardr2styoffgr.rck Report date: 09/18/11 Page 1 of 1 Homeowner Affidavit Date: 7 Name: /t714 Pt ,t l C Gy s G j ,,9- i 0 Telephone Number: .7/2_ 6 Yv 0 13 ! 4 Address of Project: Yr/0 Nt5 .4 t/E To Whom It May Concern: I do hereby certify that I am the owner of the above referenced dwelling and am requesting the right to perform the work detailed on the attached application. This is a single - family dwelling and I am now (or will be, when the construction is complete) residing at this location. I understand it is a violation of State law for me to hire anyone to assist me in this task. I understand than any violations of this agreement will be just cause for the permit to be voided and legal action may be taken against me which could result in my loss of electrical service. Signature of Owner: (do not sign until in the presence of a Notary if /lc) SUBSCRIBED TO AND SWORN BEFORE ME THIS 21 DAY OF , 20 (7 . My Commission Expires 072.-c((a-- BRIAN FLOOD ( Notary Public Chatham County State of Georgia My Commission Expires Mar 24, 2012 0 P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 — FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND COMMUNITY DEVELOPMENT DEPARTMENT P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone (912) 786 -4573 Fax (912) 786 -9539 Water Tap and Sewer Stub Application Location of work (street address) /0 f V `/ 0/VP/ 4 ✓t- Contractor Al 4 y n 9 E E' 1 /<� o'60,4,2 Address of contractor to 6'b X 1.0 9 Ty 13 6- .L r 4.4)4/ 4 . CA 3/ 3 24' Contact name & telephone number of contractor Name of property owner 11.,44-4/g C N y- /vA. /V c y f At&--,0,00,41 i n Mailing address of property owner (�i. Ct x L s' i %t do .1S4.49-4Wr C-4 3/ Telephone number of property owner 9' /,Z 6 g o r 3 9 j Details of project f/pu j Is wIe. 4. e u; [,T Q'Ar eiLcRl /vi rw'U f fp �ti c J plr f/ vi'c. fA4C- AO y- fl e4/ Residential ✓ Commercial Enter the required number of water taps /meters and the number of sewer stubs: WATERTAP /METER SEWER STUB Number Meter Number Stub of Taps Size of Stubs Size 3/4" 1" 1 -1/2" 2" / 4" 6" 8" Unauthorized use of water prior to installation of a water meter is prohibited. Installation of meters and lines shall be the responsibility of the owner /contractor. Contact the Water /Sewer Department at (912) 786 -4573, extension 122, for line and tie -in locations and for inspections. Contact the Community Development Department at (912) 786 -4573, extension 136, to arrange pick up of a meter. It is the responsibility of the owner to establish a water /sewer account with the City. An application and deposit are required. Contact (912) 786 -4573, extension 110. Owner signature /"J ,quK%ce Jgz=ffO /,let a Owner printed name Contracto signature /%1 yetiCE �.��f j2 Contractor printed name Date // Date PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: /(f /p j; Are Owner's Name: IVA-0A i C e- „ree7) efA 0111 Address: (' d 9 D, Z d 9 8E E . 1.4VX1, 2,9 /2 Contractor's Name: ,tij Aid 01 C6.-- S' 6---09A 4, 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: 4 / �� f� �IE7( C y ivy) el? .r-e Arm 7'd 7-ist v 7p Sew tit syrT art. ye it wv i L t 8 F D I I L D 14- N(D ie' /C WS" Bone 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. e_ Certification: I hereby acknowledge the above requirements, and certify that I will perform the above r✓ o described alteration in accordance with these provisions. Owner's Signature /11, ii R i` c f£/ AR I Owner's Printed Name ACw.--tA W.A01/4A-d Contractor's Signature /1?/3N, i'C : fill /, rtn Contractor's Printed Name Date Date APPROVAL Zoning Date Building /Code Date Water /Sewer Date Drainage Date CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT P.O. Box 2749, Tybee Island, GA 31328 Phone (912) 786 -4573 • Fax (912) 786 -9539 ELECTRICAL PERMIT APPLICATION & TEMPORARY SERVICE AFFIDAVIT Date Location of work (street address) /D /e Contractor /1 u21 �C r SH'7PA ✓ZO (...--'New Work Replacement Telephone 7/ Z Cg D 2,6 Address of Contractor f O, 43 ox 2 D % Tyie—E s1 L ski G-A 3 l 3 21' Property Owner /-b4 k c S /fc�j'�l".9 /� Telephone 1/Z C AO (F3M,! Date work will be ready for inspection, if known Estimated cost of construction Z 0 o e i A/C Unit and Heat Pump Attic Ventilation Fan , - Bell Transmitter — low voltage ✓ Border /Outline Lighting ,/ Building Saw Exit Lights — life safety ✓ Heat Pump ✓ Meter Box Motor(s): hp Outlets — 110 volts circuit Parking Lot Lights Pool Lights — grounding ,. Range — commercial i Range Hood — commercial Service: Z 0 0 amps Sign Circuit - wattage ✓ Smoke Detector — low voltage Spa or Tub — grounding Special Outlet Swimming Pool — grounding ✓ Water Heater Welder — 220 volts circuit Well Pump — grounding X -ray Other Permit Number ALL WIRING, SERVICE INCLUDED, MUST BE COPPER. NO ALUMINUM ALLOWED. APPLICATION FOR TEMPORARY SERVICE REQUEST In requesting temporary electrical service, the undersigned understands and agrees: 1. Connection of temporary electrical service does not remove the requirement to comply with all State of Georgia minimum construction codes. 2. Temporary electrical power is intended for completion of the construction process and testing equipment installed within the structure. 3. Issuing approval for temporary power connection does not constitute approval to occupy the structure. A Certificate of Occupancy must be issued by the City of Tybee Island prior to any occupancy. 4. The owner and contractor are hereby held responsible for any violations of this policy. A violation of this policy may result in disconnection of the electrical service until all violations and deficiencies are corrected. Owner /Contractor Signature f/e /VA'?" Owner /Contractor Printed Name • /1 -el/ Date APPROVAL Fee Building Official Date Location of Work: CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit t. S i vO Owner's Name: /1'7/1 Ul2 i C 51/ ,6# 61.0 Address: n O, eox Z D i %y (Jaw- rre,49-.v1, GA- 31 3 z Contractor's Name: This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner / contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It will be granted for a maximum of six months and may be revoked as circumstances dictate. Owner's Signature /4-.,4 e' c 6 S/-1 e P9A-4 a Owner's Printed Name /1- 4' -ii Date //— Y — 11 Contractor's Signature / Date /?i}Unet 1'/ici'tieita# Contractor's Printed Name tness's Signature Witness's Printed Name Date CITY OF MEE ISLAND SUBCONTRACTOR LIST Location of Work: /0/0 \77)4ve_c AvE Owner's Name: /12/9- atlic..6- A/c:7-001,4 6 0 Addm§: _ _ C_/; 3 / 3 2 Contractor's Name: /(2/9- u A /a' 6- .-C/7/---0 /9 List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1 COrripaily Address p. 0. at) / yf,9 Tyfi4.41. Contact Person /'/,4 K ,e/ / 2. Company Co 41/11..7 rr 6 21i/110,i, a Co 3tVa6 AddiVOI /ye y Contact Person n. 3. Company FikrVi 7CPArD t 0 Mth Lk3Lb 22. Contact Person PA:IA/ivy 4. Company 7-F0AP 1,Ay cArAlc -Dye' 9,91- 6 ,'-3j Address es/ v? 0 zo /96,4,7 co 6-Ay Ro Contnilt Pon 5. Company Pi/ /vofr Address Zja[2_____C41Z1_A___L___.cz___ih_4_ytei Contaa Pawn titiminotis A5244.43)4 r/egi_a p License Number jf3 co oz V7 9 Phone Number VeY Business Type ('L 1,,,A1/3,4-, wo,n80.-Numbor _Aire 0 2 _f Phone Number 9/2 3 c iz / Business Type 2 $' 4..4 770 Lin N Nliffibff -3 _ Phone Number 9/ Z 7 Z. / 2 OD / Business Type PA)/ k/4 L ytt,4 License Number // 6 g) 9 non Number cp_51 Business Type License Number 2. 37 z ?how Numbvs _?/ 3 ciz_ 0/1.0 _ Attach additional sheets if needed. CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: /0 /0 \ f o�izF S 9 Y&- Owner's Name: Address: c - f f' 1.4(0 I . ?to 209 Tyd C14 3,7z8 Cootragtor3s N iit ___ f''__/4-aA. cr__x;ye-j o List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company /t7c l2"v, rr /,I n Address oc r,' f 14 vi- G 3 /V05- Contact Person To /',v /►%, p 2. Company )/71 a iv CvN1r n uc Business Type License Number 238 z z 0 Phone Number 9'J 2 0/ 0 a0 49 Co, Business Type 40 of /A/ Address /0 Z 4/14 Tu,rn, giA, co,,/, License Number O S8" Contact t ergtu Sr ✓67 f Ef N Phone Number ' /,Z 2 '5- S` ' 6 3. Company �o,r �� r{ r r� eve/ V.v�- Business Type 64.4pE./wt. 3/Ya 8' Address Z S Viz G L 04‘ G')-ia ' aryl, 6,4License Number f y _J- Contact P o1i iF tic G o iv z ► L Phone Numb -=q 2.— __3 3_ -. 7 'r 4. Company j�,Q,•,yo,vo JAAv,Vi vcr (,4,4,r, 'c Business Type Address ? , htd D� SAV G.� 7j51e( License Number 2 9 2 Contact Person R/.))/ frin , p ONN,,vs, Phone Number 9) 2 Cs c- 0 y�o Company P% c/v/T.A 1 -x fix ucrlo,U -Se ciusiness Type ("0�.vt,wf Address z $-f W440 1,,e, 1AI �er":. License Number 3(00 Contact Person 0' i c c4. X44 rz-iz c r Phone Number '9/L s" 8 - 4 8 75/ *MA ocktitioncti dtevt,s, if notioct Attached is an Application for New Construction Building Permit. My contact information is given below. Maurice Sheppard P.O. Box 209 Tybee Island, GA 31328 Tel: 912 660 8396 Email: maurice.sheppard Ahotmail.com Notes: The windows will have impact resistance glass with manufacturer specifications of DP 50 and a SGHC less than 0.3. The roof will be Owens Corning Duration shingles with a manufacturer specification of 130 MPH wind resistance. Maurice Sheppard 11/7/2011 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc(c�bellsouth.net INVOICE October 5, 2011 Invoice #21104001 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: RE: 1010 Jones Avenue 09 -27 -11 0.5 Site visit, plan review and concurrence Additional site visits and meetings with staff 0.50 hours @ $175 = $87.50 Total Due This Invoice adeLS D(040 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenqinc©bellsouth.net October 5, 2011 Steele Knudson Planning & Zoning Manager City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 RE: 1010 Jones Avenue Dear Mr. Knudson: We have reviewed the plans on the above referenced site by Boswell Design Services received by the City last week. This review is only for drainage improvements for development of the site. Any comments related to setbacks, density, zoning, trees, etc... are for consideration only by City Staff involved is such reviews. We have not attempted to duplicate the work of the Planning Commission or City staff. I offer only the following observations: 1) The cut of around 1' near the Laurel and Water Oaks on the south side is not recommended. I leave it to Tybee to advise of any revised plans to address this. 2) The absence of a roadside swale across the proposed driveway is acceptable as this section of Jones does not have a centerline crown shedding water to each side. This section drains from the east side to the west side. 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 Sincerely, 46.- 4a.-// Downer K. Davis, Jr., P.E. President 2100400B b � s.�O.1e, APPLICATION FOR LAND DISTURBING PERMIT Applicant gvk _..s,C j _AVAt-2-O Phone Number 912- (Ic ` _ P39 1 P Applicant's Address 5 Wvki iA U- �- -e. 1 U K i T 5AvA 4,4 - Property Owner Phone Number Property Owner's Address i{ Plan Prepared By Stti t.F Project Location 1t,I© PIN A - cciN IZ —cc,S Square Footage of Area 0.11 Ac_ (_ "Cc. I hereby certify that I fully understand the provisions of the City of Tybee Island Erosion and Sediment control Ordinance and Program, and accept the responsibility for carrying out the erosion and Sediment Control Plan for the above referenced project as approved by the City of Tybee Island. I further grant the right of entry onto this property, as described above, to the designated personnel of the City of Tybee Island for the purpose of inspecting and monitoring for compliance with the aforesaid Ordinance. DIVLS ? � - ivl 9-- 2 :— (► Applicant's Signature Date * * * * * * * * * * * * * * * * * Project File Number Date of Application o Q - 2 7.1( Permit Effective Date APPROVED Zoning Administrator Date SITE DEVELOPMENT PLAN APPLICATION Applicant (VGA -U2-XC • \.ATO Phone Number 9'12 - - '837 i? Applicant's Address 'T ica0_ 2 SC, r UT 5 A-k+ qd Property Owner Property Owner's Address Phone Number Project Address /Location 1t uD LkoNEs AvR -. PIN 4-- © O - 12 -pc, 5 Zoning District Provide a brief description of the proposed land development activity and use of land thereafter on property: OF.437 I v 24 List the company name, business type, address, license number, contact person and phone number of all participating contractors (include surveyor, engineer, architect, installer, developer, etc.) 1. Company Address 103 `$ A-v bow , C iq- ?1 4 lc- Contact Person i\A E} Pte- �� , , ,;� LA, Business Type rz t1 1--11�- License Number Phone Number - lc, q Z 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 Contac Person Phone Number mpany Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. I attest that all the information provided is true to fact. - Applicant's Signature Date * * * * * * * * * * * * * * * * * Project File Number ATTESTED Zoning Administrator Date SITE DEVELOPMENT PLAN CHECKLIST The site development plan shall include, but not be limited to, the following: u The location, size and other pertinent data of all land uses on the site including types, location and height of buildings, parking, open areas and landscaping. Dimension setback lines from property lines and street right -of way lines. (/ Adjacent thoroughfares and all curb cuts within 500 feet, including: L..- Proposed new cut(s) onto public rights -of -way with turning radii and width; and of all rights -of -way. Drainage plan to conform to City Engineer's specifications. Location of all utilities. Tabulated data including at least: Gross density of dwelling units. Parking ratio per dwelling unit. (----"' Percent and amount of land coverage. Percent and amount of floor area by use and by type. Topographical map showing existing and proposed contours at one -foot intervals and natural features. THE PLANNING COMMISSION MAY REQUIRE ELEVATIONS OR OTHER ENGINEERING OR ARCHITECTURAL DRAWINGS COVERING THE PROPOSED DEVELOPMENT. Apr 13 09 10:49a Coastal Georsia RC &D Coun 9124592n71 p.3 Narrative Notes and Other information: (Notes or narrative should be located on the site plan under general notes or under erosion and sediment control notes.) 1. Provide revision and /or initial date on E &SC plans. 2. Provide description of existing land use at project site and .escription of proposed project. Include and lot and district numbers for site location. Describe critical areas and hat extra measures will be utilized for these areas. 3. Provide name, address and phone number of '.eveloper /owner. 4. Provide name and phone number of 4 -hour local erosion and sediment control contact. 5. Show certification number, gnature and seal of qualified plan designer. 6. Note total and distu -ed acreage (the disturbed area shall be the total estimated disturbed area of the primary and secondary permits- s) of the project or phase under construction. 7. Provide det ed construction activity schedule — show anticipated starting and completion dales for project events. include egeta *.ion and mulching timeline. 8. Clear) ote this statement in bold letters— " "The escape of sediment from the site shall be prevented by the installa %on of erosion and sediment control measures and practices prior to, or concurrent with, land distur • mg activities." 9 Provide 67 cubic yards per acre sediment storage. Include specific design information and calculations for tructural measures on site. Sites with more than 10 total acres must have a temporary sediment basin. 10. Show storm -drain pipe and weir velocities and provide appropriate outlet protection to accommodate discharges without erosion. 11. Provide vegetative plan, noting all temporary and permar.ent vegetative practices. Include species, planting dates and seeding. fertilizer, lime and mulching rates. Vegetative plan shall be site specific fcr appropriate time of year that seeding will take place and for the appropriate geographic :eoion of Georgia. 12. Provide detailed drawings for all structural practices. Specifications must, at a minimum, meet guidelines set forth in the Manual for Erosion and Sediment Control in Georgia. 13. Clearly note maintenance statement — "Erosion control measures will be maintained at all times. If full implementation of the approved plan does not provide for effective erosion control, additional erosion and sediment control measures shall be implemented to control or treat the sediment source." 14. Clearly note the statement: "Any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary seeding." 15 Provide certification stating that the plan designer has visited he site prior to the design of the E &SC plans. DESIGN CALCULATIONS AND HYDROLOGY REPORT FOR RECEPIED 1010 Jones Avenue Tybee Island, Georgia FOR Maurice Sheppard 5 Whitaker Street Unit 502 Savannah, Georgia 31404 September, 2011 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-897-6932 Page 1 of 1 http: // maps. binarybus .net /WebServices /Printing /temp /export_61 c296a6f5b541 eebe75865e... 9/21/2011 HYDROLOGY REPORT For 1010 Jones Avenue Tybee Island, Georgia SITE NARRATIVE AND SITE CONDITIONS The existing site is vacant with few trees and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project will be the construction of a new residential structure and will have a permeable driveway and grading. The total site is approximately 0.11 acres with the new project being approximately 0.08 acres disturbed. Detention will not be required for this project. The soils in this area have been classified by the Soil Conservation Service as being CuC ( Chipley Urban Complex ). PRE DEVELOPMENT SITE CONDITIONS The existing site consists of one drainage area which is the entire 0.11 acres and drains predominantly to the Jones Avenue right of way. POST DEVELOPMENT SITE CONDITIONS The proposed site also consists of one drainage area and is not changed from the pre - developed drainage pattern. The proposed run -off is collected by sheet drainage and by new swales and routed to the existing Jones Avenue right of way. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre- development and post- development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE - DEVELOPMENT RUN -OFF COEFFICIENT = SEE EXHIBITS POST - DEVELOPMENT RUN -OFF COEFFICIENT = SEE EXHIBITS IDF CURVES SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE - DEVELOPMENT SLOPE = SEE EXHIBITS POST DEVELOPMENT SLOPE = SEE EXHIBITS TIME OF CONCENTRATION PRE - DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST - DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff, which is encountered due to new impervious area is displayed in the summary table at the end of this report. Run -off calculations accompany this report. DRAINAGE SUMMARY TABLES AND ALLOWABLE RUN -OFF CALCULATIONS DRAINAGE AREA 2 YEAR 5 YEAR 10 YEAR 25 YEAR 50 YEAR 100 YEAR E -DA -1 0.15 0.17 0.19 0.21 0.22 0.24 N -DA -1 0.26 0.30 0.33 0.36 0.39 0.42 TOTAL INCREASE IN RUN -OFF 0.11 0.13 0.14 0.15 0.17 0.18 1 2 3 4 5 6 Project: MAURICE - EDA.GPW IDF: SAVANNAH.IDF 6 hyd's 09 -21 -2011 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 0.15 1 5 6,471 2 — MAURICE -EDA -2 -YEAR — 2 Rational 0.17 1 5 7,420 5 — -- MAURICE- EDA -5 -YEAR — 3 Rational 0.19 1 5 8,075 10 — - -- MAURICE - EDA -10 -YEA — 4 Rational 0.21 1 5 8,907 25 — -- MAURICE - EDA -25 -YEA 5 Rational 0.22 1 5 9,619 50 -- MAURICE- EDA -50 -YEA 6 Rational 0.24 1 5 10,214 100 — MAURICE- EDA - 100 -YE Proj. file: MAURICE - EDA.GPW IDF file: SAVANNAH.IDF Run date: 09 -21 -2011 Hydrograph Plot English Hyd. No. 1 MAURICE -EDA -2 -YEAR Hydrograph type = Rational Peak discharge = 0.15 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 5.45 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume = 6,471 cuff 1 - Rational - 2 Yr - Qp = 0.15 cfs 10 Time (hrs) Hyd. 1 Hydrograph Plot English Hyd. No. 2 MAURICE -EDA -5 -YEAR Hydrograph type = Rational Peak discharge = 0.17 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 6.25 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 2 - Rational - 5 Yr - Qp = 0.17 cfs 0.20 Total Volume = 7,420 cult 5 10 Time (hrs) Hyd. 2 15 20 25 Hydrograph Plot English Hyd. No. 3 MAURICE- EDA -10 -YEAR Hydrograph type = Rational Peak discharge = 0.19 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 6.80 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume = 8,075 cult 0.20 0.15 co c.) 0.10 0.05 0.00 0 3 - Rational -10 Yr - Qp = 0.19 cfs 5 10 Time (hrs) Hyd. 3 15 20 25 Hydrograph Plot English Hyd. No. 4 MAURICE- EDA -25 -YEAR Hydrograph type = Rational Peak discharge = 0.21 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 7.50 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 4 - Rational - 25 Yr - Qp = 0.21 cfs 0.25 to 0.15 C.) a 0.10 0.05 Total Volume = 8,907 cuft 0.00 0 10 Time (hrs) Hyd. 4 15 20 25 Hydrograph Plot Hyd. No. 5 MAURICE- EDA -50 -YEAR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 50 yrs = 0.1 ac = 8.10 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. Time of conc. (Tc) Reced. limb factor = 0.22 cfs = 1 min = 0.25 = 5 min = 287 English Total Volume = 9,619 cuft 5 - Rational - 50 Yr - Qp = 0.22 cfs 10 Time (hrs) N Hyd. 5 1 Hydrograph Plot English Hyd. No. 6 MAU RI C E -E DA -100 -YEAR Hydrograph type = Rational Peak discharge = 0.24 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 8.60 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.25 0.20 Total Volume = 10,214 cuft 6 - Rational -100 Yr - Qp = 0.24 cfs U) 0.15 c.) a 0.10 0.05 0.00' 0 5 10 15 Time (hrs) Hyd. 6 20 25 1 2 3 4 5 6 Project: MAURICE - NDA.GPW IDF: SAVANNAH.IDF 6 hyd's 09 -21 -2011 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 0.26 1 5 11,388 2 — MAURICE -NDA -2 -YEAR 2 Rational 0.30 1 5 13,059 5 — MAURICE- NDA -5 -YEAR — 3 Rational 0.33 1 5 14,213 10 — MAURICE - NDA -10 -YEA — — 4 Rational 0.36 1 5 15,677 25 -- MAURICE - NDA -25 -YEA — — 5 Rational 0.39 1 5 16,930 50 — MAURICE - NDA -50 -YEA — 6 Rational 0.42 1 5 17,977 100 — MAURICE -NDA- 100 -YE Proj. file: MAURICE - NDA.GPW IDF file: SAVANNAH.IDF Run date: 09 -21 -2011 Hydrograph Plot English Hyd. No. 1 MAU R I C E -N DA -2 -YEAR Hydrograph type = Rational Peak discharge = 0.26 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.44 Intensity = 5.45 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.30 0.25 0.20 c) 0.15 0.10 0.05 0.00 0 Total Volume = 11,388 cuft 1 - Rational - 2 Yr - Qp = 0.26 cfs 5 10 Time (hrs) Hyd. 1 15 20 25 Hydrograph Plot English Hyd. No. 2 MAURICE -NDA -5 -YEAR Hydrograph type = Rational Peak discharge = 0.30 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.44 Intensity = 6.25 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.4 0.3 0.1 0.0 Total Volume = 13,059 cult 2 - Rational - 5 Yr - Qp = 0.30 cfs Time (hrs) Hyd. 2 ililh■ 5 10 1s 20 Time (hrs) Hyd. 2 Hydrograph Plot English Hyd. No. 3 MAURICE- NDA -10 -YEAR Hydrograph type = Rational Peak discharge = 0.33 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.44 Intensity = 6.80 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.4 0.3 cn a 0.2 0.1 Total Volume = 14,213 cult 3 - Rational - 10 Yr - Qp = 0.33 cfs 0.0 0 5 10 15 Time (hrs) Hyd. 3 20 25 Hydrograph Plot English Hyd. No. 4 MAURICE- NDA -25 -YEAR Hydrograph type = Rational Peak discharge = 0.36 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.44 Intensity = 7.50 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.4 0.3 4 - Rational - 25 Yr - Qp = 0.36 cfs Total Volume = 15,677 cuft Cl " 0.1 0.0 0 10 15 20 25 Time (hrs) Hyd. 4 Hydrograph Plot English Hyd. No. 5 MAU RICE -N DA -50 -YEAR Hydrograph type = Rational Peak discharge = 0.39 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.44 Intensity = 8.10 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume = 16,930 cuft 0.4 0.3 5 - Rational - 50 Yr - Qp = 0.39 cfs 0.1 0.0 0 5 10 Time (hrs) Hyd. 5 15 20 25 Hydrograph Plot English Hyd. No. 6 MAU R I C E -N DA- 100 -YEAR Hydrograph type = Rational Peak discharge = 0.42 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.44 Intensity = 8.60 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.5 0.4 N 0.3 C.) a 0.2 Total Volume = 17,977 cuft 6 - Rational - 100 Yr - Qp = 0.42 cfs 0.1 0.0 0 5 10 Time (hrs) Hyd. 6 15 20 25 Imp Swale Calculations Worksheet for MAURICE -SWALE Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Discharge Results Manning Formula Normal Depth 0.025 0.50000s 4.00 ft/ft (H:V) 4.00 ft/ft (H:V) 0.21 ft3 /s Normal Depth 2.78 in Flow Area 0.21 ft2 Wetted Perimeter 1.91 ft Hydraulic Radius 1.35 in Top Width 1.85 ft Critical Depth 0.18 ft Critical Slope 0.02130 ft/ft Velocity 0.98 ft/s Velocity Head 0.01 ft Specific Energy 0.25 ft Froude Number 0.51 Flow Type Subcritical GVF Input Data Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 2.78 in Critical Depth 0.18 ft Channel Slope 0.50000 % Critical Slope 0.02130 ft/ft 4 A StT%. Atoi CO QF Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03] 9/22/2011 11:44:09 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1 Home Pen Creek ZONE AE (EL 13) ZONE AE (EL 14) 514000m E 1730° 32° 00' 00" 50' 37.5' ZONE VE (EL 15) MAP SCALE 1" = 500' 250 0 500 1000 FEET METEF 11 1 .�I,..111i 111 �� I 11111 I1 ..,iii PANEL 0213F INIIII lop. d] t ►® Pai lat.. ' ®'II ■ Z pis." i Pnp. n ,.'�.., IN ttlin ED l EID Imif 1I•111 trQIn.... ® mil r^ III. r -.41:( IIIIIII FIRM FLOOD INSURANCE RATE MAP CHATHAM COUNTY, GEORGIA AND INCORPORATED AREAS PANEL 213 OF 455 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: COMMUNITY NUMBER PANEL US FFIX CHATHAM TYBEE Notice should Community ed community. '1 Federal COUNTY ISLAND, CITY to User: be used Number insurance "lik r9, ... F(4NU SEGJ Emergency 130030 0213 F OF 135164 0213 F The Map Number shown below when placing map orders; the shown above should be applications for the subject MAP NUMBER 13051CO213F EFFECTIVE DATE SEPTEMBER 26, 2008 Management Agency This Is an official copy of a portion of the above referenced flood map. It was extracted using F -MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block, For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fcme.gov