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EAGLES NEST_129.pdf
......... . CITY OF "S EE ISLAND DATE COMPLETED: 06/05/2015 ,rhis 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. 1119"911051 ffp��� CON TACT' NAME CONTACT ADDRESS CONTACT CITY STATE ZIP ilfflp � • , 1.40399 11 TYBEE ISLAND GA 31.328 129 EAGLES NEST P. 0. Box 2749 ® 403 Butler Avenue, 'I Island, Georgia 31,328 (9 R2) 786-4573 - FAX (912) 786-5737 W"1NA'.Cjt,j1oftybee.org Permit # Job Address A, Job Name Owner/Contractor post house number (and unit numbers if applicable) no attic storage signs, if applicable Energy Code Compliance Certificate pass Final Building inspection Elevation Certificate, Finished Construction As-built Survey Height Certification, if required Drainage Certification from Project Engineer Nonconversion Agreement (attached) — must be recorded with Chatham County Breakaway Wall Certificate (V-Zone only) Mitigation of Trees, if required Payment of outstanding fetes, if applicable City of Lybee Island City staff will coordinate these items when the needed documents from n, the list above have been submitted. Please do not contact the engineer or director. Drainage Certification from, the City's Consulting Engineer, if applicable Drainage Certification from the Director of Public Works Department, if applicable FEMA inspection from Planning & Zoning Manager 1110312014 Georgia, Residential Energy Code Compliance Certificate* Address: 129 EaVtewNe,�:t Dr. Permit #: 0 (137 Builder/Design Prof.: whitto-w covocrvcru-nV Phone: Enveloge S InLqlar y., List the R-Value for the following components: Flat ceiling/roof: Exterior wall: Attic kneewall: Basement stud wall: Crawlspace stud wall: Foundation slab: Cantilevered Floor, Fenestration Components: Window U-factor: Skylight U-factor: Gazed Door U-factor: .34 .28 ® Building Envelope Tightness (BET): 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: .3 7 (<500/o glazed) BET test conducted by: PcLtrwk CIciAl Phone: 912-657-3730 Fan Flow at 50 Pascals= 480 CFM50 Total Conditioned Volume = 16966 W ACH5o = CFM50 x 60 / Volume= I - 70 ACH50 (must be less than 7 ACH5a 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.) Visual inspection conducted by: �JA Phone:- NA Mechanical Summary: Water Heater Energy Factor: Ef Fuel type: ❑ Gas Z Electric [-] Other Number of Heating and Cooping Systems: 3 Heating System Type: F-1 Gas: AFUE [7 Air-Source Heat Pump: 7. 7 HSPF ❑ Other: Efficiency: 14 seer Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): Cooling System Efficiency: FO SEER F-1 EER ❑ Other i ) W 1U4 Heating/Cooli:ng Load Calculations Performed by: Jt`Att� C7' 'ts" - Phone: 7 1 -2007 Total Heating, Load (Based on ACCA Man, 3 or other approved methodology): 72 6�013 — Btu/h Total Cooling Load (Based on ACCA Man. 3 or other approved methodology): 7 1400 — Btu /hi Cooling Sensible Load: 60690 Btu/h Cooling Latent Load : 10 710..___ _ Btu/h Total Air Handler CFM (based on design calculations): 2,400 CFM Duct Tightness Test Conducted by: NA 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 :5 8%, the post construction total duct leakage (PCT) is :5 12%, or the rough-in total duct leakage (FLIT) with air handler installed is :5 6%. State which method was used to conduct the duct tightness test: duct blower (CAB), modified blower door subtraction method (MBIDS), or automated multipoint blower door (AMBD). System Method (DB, MBDS, AMBD) Test (PCO, PCT, Rrr) CFM15 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. J. Whitley Reynolds Land Surveyor 636 Stephenson Avenue, Suite "C" Savannah, Georgia 31405 Telephone 912-352-0464 Facsimile 912-352-7787 ZVERM Scott Efird Whitlow Construction Co. 140 Johnny Mercer Blvd Savannah, G 5.3141 RE: 129 Eagles Nest Drive Dear Mr. Efird: I measured the height of the house at 129 Eagles Nest Drive and found it to be 33.1 above the adjacent grade, if you have questions. BOSWELL DESIGNSERVICES, INC 103NASSAUDRIVE SAVANNAH, GEORGIA 314 10 912-897-6932 LA HBOS COBELLSO U 7')V. NET June 1, 2015 Lisa Schaaf Planning and Zoning Tybee Island, Georgia Re: Amy Gastef Project 129 Eagles Nest Tybee Island, Georgia Lisa, At the request of the Owner, we have inspected the project referenced above for compliance with the approved site plan, After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved site plan with the exception that the final stabilization is not yet in place in the rear but remaining un-sodded areas have been mulched with pine straw and seeded with temporary seeding. 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-111ail to lahbos(E-)bCIISO U th. net. Sincerely, Mark Boswell PIN 61 130 5 16 02, 13 FIRM Zone BFE feet (NAVD) Pariel Number (late 61 effective Property Owner(s) _A_tvj� , 6A STY:, X: . . ................ ... ......... contractor _WHJTA-'OLd III accordance with the Plood Darnage Prevention Ordinance of the City of'Fyboc Island, 6corgia, the Property Owner agrees to flic fallowing: I'. 'fhat the CIJCIO, Sed area befow the Base Flood Elevation shall be used solely lor parking of vehicles, finlited storage, or access to the building, and will never be used for hUnian habitation without first becoming Fully conipliant with the I'lood Damage Prevention Ordinance in effect at the tinic ofconversion. 2. That all interior wads, ceilings, and floors below the Base flood I.-devation shall be IlllfilliShCd Or COl1StrLICtCd of flood- resistant materials. S. That inechanical, electrical, or plumbing devices shall not be installed below the Base Flood Flevatior). 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which perillit tile aulonintic entry and exit of floodwater with total openings of at ]cast one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different %valls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V-zone, brcaka%vay weans are require& 5. That the requesled structure may be subJect to increased preiniun) rates for I'lood insurance available front the National Flood Insurance Program due to its location in a Special! Flood I Lazard Area, r... Varja 6. 11rhi any. tj0n HI On 1111,19 1 beyond what is perrnitted shall constiture a violation and he abalable as such, 0� j: p t� ONO e r Date P [it H LdNailleofPropertyONVIer Doc ID: 028824000001 Type: AGRE Recorded: 05/12/2015 at 12:16:58 Pr . . .......... . . .... Fee Amt: $10.00 Page I of I Sionalure of Properly Owner Dale Chatham, Ga. Clerk Superior Court Daniel Massey Clerk Superior Court SK528 PG227 Printed Naine of Property Owner STATE OF6FORGIA CO U NTY 0 F (A IXII -1 A N4 I hereby certify that on this day o f 0 t'A' before nic a Notary Public of the State of Georgia, personally appeared -ii), proven to be known to rue, or satisractoi the person whosc name' is s(jbscribed to the fioregoing instrument, NOio acknowledged that he/she has executed it for the purposes therein set forth, and that it is his act and deed. In witness whercof, I have set illy hand and Notarial Seal, N OTA R Y � �,,ly conlinission expires On Z \Vll NESS SIGNA I URE Printed Narne k J, i�l 11,� L� UIAI) L i. Address !Volt% ..t A"onconverfien) Agreenlew wilst he used 1r/ clever (III Oh loseo SI1,11011re or portion ol'a structure is built or substunfiallY inIprovett rvilhiio the 100-vear 11oodlVain below the Bose tlooel 1"'Ieveltion. A wustsafi,5fyall o (]I('. obove con(lition• in III(, land •ecorzLy r)O'Jlulhanl CounlY, Georgia 10 . ............... ... This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by Iaw to certay eleva ion information. I certify that Me infam7ation 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 Check here if attachments. Hcensed Iand surveyor? Yes [:1 No Certifier's Narne J. Whitley ReynoGds License Number 2249 Titte Land Surveyor Company Narne Address 636 Steph . epson,Avenue City Savannah State GA ---- ......... SignatUre [?ate 5/26/151 Telephone ZIP Code 31405 912-352-0464 J::, P TO N. FEM,A Form 086-0-38 (7/12) See reverse side for continuation. Replaces all previous, editions. ELEVATION CERTIFICATE, page 2 IMPORTANT; In these spaces, copy the corresponding information from Section! A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No,) or P.O. Retire and Box No. Policy Number: 129 Eagles Nest Drive City Tybee Wand State GA ZiIP Code 31328 Company NAIC Number'. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONITINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner, Comments C2.a) cs parking and storage. Vents are Smart Verntmodelsl540-520 & 1540-670 Date 5126/15 Property Owner's or Owner's Authorized Representative's Name Address City State - - - -------- - -- . .. .... - - - -------- 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 floodp lain 7)-anagement ordinance can -complete Sections -A, B, 'C (or E), and G of this Elevation Certificate. Complete the applicable dem(s) and sign below. Check the measurement used in items G8--G10. in Puerto Rico only, enter meters, G1. EI The information in Section C was taken from other doaarnentation 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, El A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued 6FE) or Zone AO. G3. 0 The following information (Items G4-G'10) is provided for cornmunily floodplaan management purposes. . . . ........ . . ..... .... ... ............. -- .......... .. -- . . . ...... GA Hermit Number :�JG& Date Permit Issued G6r Date Certificate Of Compliance/Occupancy Issued . .... ....... ...... . . .......... . ...... . .. ............ ....... . . . . .... ....... . ..... - . .... ... ..... . ..... G7. This permit has been issued for El New Construction Substantial Improvement G8. Elevation of @s-built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the budding site: G10. Community's design flood elevation Local Official's Name . .........- Community Name ........... Signature Comments 0 feet E meters Datum El feet E-1 meters Datum E] feet 0 meters Datum Title Telephone HE 0 Check here if attachments. FERIA Form 086-0-33 (7/12) Replaces all previous editions. if using the Elevation Certificate to obtain NF1lP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify al'l photographs with date taken; "Front View" and "Rear View"; and, if required, "'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section AB. If submitting more photographs than will fit on this page, use the Continuation Page. ................ FE MA Form 086-0-33 (7/12) Replaces A previous editions. ELEVATION CERTIFICATE, page, 4 Building, Photographs FOR INSURANCE COMPANY USE Poky Number: Company NAIL Number: ff 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 Mew" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A,B. .. . ....... Rear View May 21, 2015 FEMA Form 086-0-33 (7/12) RepWces all previous editions. Permit No. -- Date Requested Owner's Narne--,_ Date Needed . Gen. Contractor - : - Subcontractor Inspection Pass 1-1 Fail 11 Fee Inspection Pass El Fail 11 Fee Inspection, Pass 1:1 Fail 1:1 Fee Permit No. Date Requested Owner's Name Date Needed inspector Date of Inspection Ins pection Fail; 11 Fee Pass 11 9MI,= �11 �. 01,=11 11 ;�� Pass 11 Fail 11 Fee Pass r--' Fail Fee Li 11 Pass 11 Fail 11 Fee COPE COUNCIL M E K E k 1', L CODF COUNC,11, MEMBER umff,�� mmfflm�� �ass 1:1 Fail 11 F e,-- Pass 11 Fail 1:1 Fee Pass 1:1 Fail 1:1 Fee .LnspeCtor Date of Inspection Inspection Pass M Fail F] Fee Inspection Pass 1:1 Fail 1:1 Fee mmm=1 7, Rrr,T' u,! CONE COUNUL MEMBER Pass El Fail 1:1 Fee—,,—,-- . -- Pass 1:1 Fail 1:1 Fee City of oee Island - Community Development Dept. Inspection Report 403 Butleir Ave. - P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472-5032 912.786.9539 Contact Information Project Address _ Scope of Work _ Inspector to of inspection Inspection pa s Fail [:] Fee rug Inspectio )-- Fail Fee 1 11 1:1 Inspection as$:,'[_] FailEJ Fee Inspection Pass it r—i Fee 1:1 Li I V[ RNAT 10 q A L CODE COUNCIL NVPM 6R R City of ) ybee Island - Community Development Dept. Inspection Report 403 Sutler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 MMMAJITIAL TIVA il Phone 912.472-5032 - Fax 912.7 86.95,39 CODE COUNM - W I�V 1�i E R ME= Rl"MIMM rr Pass Q Fee �W �M /'5 HM0709= Pass o El il Fee 11 Pass F'ail Fee El 1:1 I q Jr 4 R h A T I 0,'AL CODE COUNCIL MEMBER City of I .see Island - Community Develop.---'nt Dept® Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31,328 Phone 912.472-5032 - Fax 912. .9539 Permit No., Date Requested r® Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection, Inspection Pass LJ FaJI Fee L—J HM0709= Pass o El il Fee 11 Pass F'ail Fee El 1:1 I q Jr 4 R h A T I 0,'AL CODE COUNCIL MEMBER CITY OF TYBEE ISLAND OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRAC'I'OR NAME ADDRESS CITY STATE ZIP I 21W 01101 9031111AT60311L NEW RESIDENTIAL BLDG - SF 129 EAGLES NEST AMY GASTER 129 EAGLES NEST DR TYBEE ISLAND GA 31328 WHITLOW CONSTRUCTION CO INC 142 DRUID CIRCLE SAVANNAH GA 31410 3350 P $9,295.00 4-0019-02-044 1 - I INCH METER '.I'OTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood. control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be Wormed that any alterations to the property must be approved by the issuaMe of another building permit. Permit holder agrees to hold the City of'rybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the frunt of'building and protected from the weather. if this permit is not posted work will be stopped. The building contractor %iill replace curb paving and gutter broken during construction. This permit virill be voided unless work has begun within six months of the datc of issuance. Signature of Building Inspector or Authorized Agent: 1'. 0. Box 2749 - 403 Butler Avemw, Tybee b4and, Georgia 31328 (912) 780-4573 - FAN (912) 786-9539 Nvww.cityoftyhee.org ' ECity of Ty wee :lsland - Community Developh—eit Dept., Inspection Report Tybee Is, GA 3 1 1 �RNPTUQ 403 Bu tler Ave. - P.O. Box la nd 132,8 2749 Phone 912.472-5032 - Fax 912,786,9539 CODE COUNCIL Project Address C-,cope of Work Inspector Date of Inspection Inspection Fail Fee Inspection Pass �El Fail 11 Fee Inspection Pass Fail 11 Fee Inspection — Pass 0 Fail 11 Fee 11� ICE-, Pi4, v Tye bee Island,, GA I: PHONE: 1-888-748-6843, Press 1, Extension, 32855 or 32t56 FAX: 1-888-M-4411 Location Address: Release Date: Type of Release : 'Temporary Permanent Permit # Electrician: Phone # Builder: Phone # 45 Owner: Phone # Type, of Release: Temporary Permanent Release DIate: Permit # Electrician: Phone # Builder: Phone # KNIT= Planning and Zoning 912-472-50,33 Fax Transmission Result Rep( Page [1 ] of [1 Date/Time Model Name Machine Serial Number Line] Line] Name Ljne2 Line2 Narne 04-28-2015 07:26 AM CLX-9352 Z94UB I ED500022H City of Tybee 9127869539 is not available is not available Job Destination Start Time Duration Mode Job Type Page User Result 28661 Georgia Power rele04-28-2015 07:25 00'58" G3 14-Tx 1/1 ase/18888514411 AM *1 Tyb�ee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERV E PHONE: 1-888-748-6843, Press 1, Extension 32855 or 328;6 FAX: 1-888-851-4411 Location Address: /,;R S 6�a L-O=SA= V — Release Date: — TypeofRelease: —Temporary �P'errnfirlent Permft # Electrician: V) Y) Q K-';S f- Phone 9 L0 Builder: n Phone # Owner. # Location Address: Release Date: Type ofReleasw _TernpOnfiry _Permanent Permit # Electriclaw Phone N Builder: -.—Phone N Owner: Phone 4 Planning and Zoning I e-sc L. -1&,arX;L 912-472-50133 LocalUser OK H-Rx: Host Rx M-S: Memory Save P-Rx: Poll Rx D-Tx: Delay Tx H-Tx: Host Tx S-Rx: Secure Rx P-Tx: Poll Tx BC-Tx: BroadCast Tx inspector at of Inspection Inspection Pass 13 Fail Fee Inspection — Pass El Fail 1:1 Fee Inspection — Pass 1:1 Fail 1:1 Fee Inspection — Pass E] Fail 1:1 Fee City of-,,,,jee Island - Community, Develop,..Cnt Dept. nsp ""i IN M ire Report now 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 NIERNAIMNAL -5032 - Fax 912. 786.9539 CODE COUNCIL Phone 91,2.472 K4�MiER Permit No. Date Requested owner's Name Date Needed Gen. Contractor. Subcontractot Scope of Work J Inspector, Date of Inspection Inspection . ... ... il Fee RTMT-�� 92�= Inspection ---I Pass 1:1 Fail ■ Fee Pass 1:1 Fail Ej Permit No. City of Tybee Island - Community Development Dept. Owner's Name Date Needed Gen. Contractor Inspection Report 403 Butler Ave. - P.O. Box 2749 - Ty Island, GA 31328 Contact Information Project Address Scope of or Phone 912.472-5032 ® Fax 912® 6.9539 CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of or Inspector to of Inspection . . ....... ...... .. ... ... Inspection Fail L'J Fee Inspection Pass Fail, Fee i�, , Inspection Permit No. Date Requested Ownear' s Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of or Inspector Date of Inspection Inspection il Fa 0 Fee Pass 1-1 Crispection 9MM-=11 Pass Fail r--" F 11 B10. Indicate the source of the Base Flood Elevation (B,FE) data or base flood depth entered in Item 139, EI FIS Proffle 10 FIRM 0 Community Determined Q Other/Source: .,— 1311, Indicate elevation datum used for BFE in (tern 139: 0 NGVD1929 NAVD 1988 0 Other/Source: 1312. Is the building located in aCoastai Barrier Resources System (CBRS) area orOthendise Protected Area (OPA)? El Yes No Designation Date: El CBRS El OPA 19�1111 Mm - 2101071's 12181JULARIM''1121 0MQ"1L1'011 �� I t 11 WIM ama tWJW 'Al a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of eqWpment and location in Comments) 7.1 0 feet El meters 16.4 feet Q meters n/a.-.,— feet Q meters n,ta,— feet Q meters n/a. feet Q meters f) Lowest adjacent (finished) grade next to building (LAG) 6.6 g) Highest adjacent (finished) grade next to building (HAG) 7.1 h), Lowest adjacent grade at lowest elevation of deck or stairs, including Structural support n/a. . . ... ... . . = . ..... . ...... . ...... . . . .. ...... 0 feet El meters M feet 0 meters Z feet 0 meters Title Land Surveyor A Company Name Address 636 Stephenson Avenue City Savannah State GA ZIP Code 31405 .. ........ Signature � Date 9118114 Telephone 912-352-0464 12 FEMA Form, 0 --33 C7112) See reverse side for continuation. .. ��- Replaces all previous editions. I , wl 911 , L/ A, up .................... I .............. W 4 1. S T A R I I S I I F D I N 1 91 1) 0 1410 Johnny Mercer Blvd. Suite 19, Savannah, GA 31410 10/15/14 1 L4_0 39q Diane Otto City of Tybee — Building Safety mm We have reviewed the 129 Eagles Nest Dr. post foundation As-Built survey done by J. Whitley Reynolds on 9/18/14 and have plotted and built the foundation according to plan. The only two points close to the setbacks will be the left front corner and the Back (West or Marsh side). We have placed the left front corner 207' from the property line but will eventually install approximately 4" of siding and trim. The distance from the property line after sidiIng/trim is complete will' be approx. 20'3" and not be over the setback. The back wall is already installed approximately 1' from the back DNR buffer line and will not be over the setback. None of the impeding exterior stairs will be close to the setback so in conclusion. We have also reviewed the post foundation Elevation Certificate. We are at 16.4ft and our minimum level is 13 based on Tybee preference of FEMA+1. We will be 3.4 ft above Tybee's FEMA level. We are not going to be installing any HVAC, plumbing fixtures, or electrical bellow the flood level!. We are not installing any HVAC units in the garage and all mechanicals will be above flood on the main level of the house. We have calculated the height of the house and we will be 34'6" above mean elevation so we will be more than fully compliant with all local Fema, height, and setback regulations, Please contact us with any concerns or questions. Thanks for your time, Scott Efird Whitlow Construction City of Tybee Island - Community Development Dept. 'z Inspection Report 403 Butler Ave. P.O. Box 2749 - Tybee Island, GA 31328 1 M I H NAT[0 A CODE COUNCk Phone 912.,472-5032, 9 - Fax 12.786.9539 MEMBES Contact Information Project Address Scope of Work Date Requested ri'- �/-M M10 TO= � Inspection Pass Fail r-1 Fee_ 1:1 L J 11-1 Inspection Pass Fail Li Fee Inspection Pass r--1 Fail Fee U E] Pere o quested Owner's Name Date, Nt-PAPA Inspector_/( Date of Inspection Inspection Pass Fail E] Fee--- MM,M=1 I Pass Fai'l Fee Pass 0 Fail 0 Fee Pass Fall Fe- 0 Project Address Scope of Work Inspection Pass 1:1 Fail 1:1 Fee Inspection Pass Fail r-11 Fee 1:1 Li Inspection Pass 1:1 Fail 1:1 Fee Inspection i ': .11 PassEl: Fail 11 Fee Inspection - Pass 11 Fail 1-1 Fee Inspection - Pass 11 it 11 Fee Inspection , Pass 11 Fail 11 Fee Contact Information Project Addbees Scope of Work Inspector to of Inspection ecti Fee Inspon PassEl El Inspection - Pass 1:1 all 1:1 Fee Inspection Pass 1:1 Fail 1:1 Fee Inspection Pass 1:1 Fail 1:1 Fee CODE COUNCIL MEMBER MMEM OWNERNAME ADDRESS CITY, ST, ZJP flffill�ffiflwa' CONTRACTOR NAME ADDRESS CITY STATE ZIP Vil I1 J;i CITY OF TYBEE ISLAND NEW RESIDENTIAL BLDG ® SF 129 EAGLES NEST AN4Y GASTER 129 EAGLES NEST DR I I YBEE ISLAND GA 31328 W '1STRU"FlON CO INC 142 DRUID CIRCLE SAVANNAH GA 31410 3350 ,P $9,295.00 4-0019-02-044 119,*W111 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, Al 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 pennit. Permit holder agrees to hold the City ofl}ybec Island harnfless on any construction covered by this permit. This permit DIUSIr 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 svill replace curb paving and putter broken during construction. This pernift 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 1912) 786.4573 - FAX 0912) 786-9539 Nvivwxilyortilbee.org * -s 1r10' CITY OF TYBE,E ISLAND Application for a New Construction Permit P.O. Box 2749 - 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 • Fax 912.786.9539 pages 1 — 7 of permit application 2 sets building plans 1 copy REScheck or COMcheck I copy certified survey showing existing ground elevations, flood zone(s), and trees 3 sets certified hydrology, drainage and erosion control plans $250 plan deposit (will be forfeited if project is abandoned) check# Street address 9 Wbb-/, I\*5T D(L,. PIN# NAME MAILING ADDRESS PHONE Owner Am,,l (;A 6A Cell: 4 IN M I 37, Architect 06X 3041'(3 Office: ( ep 7 or Engineer CADMA0 01'516P� 5-A 0 Ak!A41 11 A Celt 9 s. 1yo Contractor Office: kN�fl'rtotd C0N5'TrW('J!fD 5 Ad A tV-A if C61: J 6A� 31110 �5uTrk 11) Check all that apply- New Construction ❑ Other Residential Single Family Duplex Multi-Fam,ily _units Details of project: 0 IJ eT,9 1) UfT VJ\) -(ag<t V HOA4-(- Estimated cost of construction-, $ . ........ ... 57 01 A copy of the contract may be requested. Construction type: (select appropriate number below) 1. wood frame 3. brick veneer 5. steel& masonry 2. wood &masonry 4. masonry 6. other: Lot area 25 sq. ft. # buildings # units I # floors .3 # bedrooms # bathrooms 16 - # of egresses An elevator is not an accepted means of egress. Height Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances. Total heated/cooled square footage :,2 3 Flood Zone - AE (AE or VE) Base Flood Elevation 2- Design Flood Elevation (BF'E + 1 -foot) - �6 1 As-built setbacks'. Front 2-0 Rear b Sides (L) (R) (00 Total driveway(s) width m feet # of openings Culvert? Swale? tJ 1-9 Number, of off -street parking spaces 7 Number of trees to be removed c'2 A separate tree removal pen-nit is required. 311012013 1 -Trx'u foeiLhkrr Atpa"60(o e(4v±0vr'1'V During construction on-site restrooms will be provided by T0tu"- 5 T01,v5' Construction debris will be disc dby AWc,1Jb(L i,v _T_ T_ by s of 5 T 6 a., Section 22-169 — When active work ceases on the project for the day a SEA ;URE COVER shall be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. I understand that I must comply with zoning, erosion control, building, fire shore protection, and wetland or ble codes and regulations. I understand a foundation survey and certification letter are required as soon as the foundation is in place to ensure that the setback requirements will be met. I understand an Elevation Certificate — Building Under Construction is required immediately after lowest floor or flood proofing is completed. 11 realize that an as-built survey, Elevation Certificate — Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement, Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for third-party engineering services related to this project. I agree to construct/piace all equipment such as air conditioning compressors, ducts, water heaters, furnaces, electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation + 1- foot). Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management requirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the property prior to any development activity, and what changes in stormwater flow will occur. Date: The following will be completed by City of Tybee Island personnel, fl—IN Zoning District . ..... Flood one BFE _A?-. DFE Approved zoning action? Verified street address New Existing If new, has it been report d to MPC, CRC, etc.? tkLe '13",all Number of egresses? 9 Average adjacent grade (0 - :3 feet Drainage and Erosion Control plans approved? Approval Building Of WaterlSewer Public Works Fire Chief Planning & Zoning DD to 2 FEES Permit 12- Co Inspections a e) Water Tap CC Recovery Sewer Stub L) A, 10 Aid to Construction Engineering Plan deposit refund TOTAL o ,A C C ZY") it, gal REScheck, Saftware Version 4.5.0 16"k uornpliance Certificate 2EGM ITE Energy Code: 2011 Georgia State Minimum Standard Energy Code Location: Savannah, Georgia 40 Construction Type: Single Family Project Type: New construction 100 Building Orientation: Bldg. faces 90 deg. from North 0.300 Conditioned Floor Area: 3350 ft2 19.0 Glazing Area Percentage: 22% 34 Heating Degree Days: 1847 Climate Zone: 2 120 Construction Site: Owner/Agent: Design e r/Contractor: 129 Eagle's Nest Drive Ms. Amy Gaster Scott Efird Tybee Island, GA 31328 P.O. 365 Whitlow Construction 32 Tybee Island, GA 31328 140 Johnny Mercer Blvd. Suite 19 0,300 912-313-8919 Savannah, GA 31410 19.0 3.0 912-313-8919 Compliance: 4.2% Better Than Code Wail 1: Wood Frame, 16" o.c. Orientation: Front Window 1: Vinyl Frame:Double Pane with Low-E SHGC: 0.21 Orientation: Front Door 4: Glass SHGC: 0,30 Orientation: Front Wall 2: Wood Frame, 16" o.c. Orientation: Back Window 2: Vinyl Frame:Double Pane with Low-E SHGC: 0.21 Orientation: Back Door 3: Glass SHGC: 0,30 Orientation: Back Wall 3: Wood Frame, 16" o.c. Orientation: Left Side Window 3: Vinyl Frame:Double Pane with Low-E SHGC: 0.21 Orientation: Left Side Wall 4: Wood Frame, 16" o.c. Orientation: Right Side Window 4: Wood Frame:Double Pane with Low-E SHGC: 021 Orientation: Right Side Floor 1: All-Wood JdstITruss:Over Unconditioned Space Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Ceiling 3: Flat Ceiling or Scissor Truss Air Conditioner 1: Electric Central Air 13 SEER 1080 19,0 3.0 40 180 0.310 56 100 0.300 30 1080 19.0 3.0 34 280 0.310 87 120 0.300 36 663 19.0 3.0 32 32 0,300 10 773 19.0 3.0 36 63 0.300 19 270 19.0 3.0 11 2420 30.0 3.0 77 2420 30.0 3.0 77 930 30,0 3.0 30 Project Tifie: Amy Gaster Residence Report date 05/19/14 Data filename: C:%Documents and Settings\XL7g9fhM2y1IW3.CADMIN-PMQF030L\My Documents\REScheckkAMY-GASTER-1317.rck Page 1 of Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2011 Georgia State Minimum Standard Energy Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: Amy Gaster Residence Report date: 05/19/14 Data filename: G:\Documents and Settings\XL7g9fhM2y1IW3.CADMIN-PMQF030L1My Documents\REScheckWAMY-CASTER-1317.rck Page 2 of Energy Code: Location: Construction Type: Project Type: Building Orientation: Conditioned Floor Area: Glazing Area Percentage,: Heating Degree Days: Climate Zone: Ceilings-. REScheck Saftware Version 4..,5,,,0 Inspection Checklist 20111 Georgia State Minimum Standard Energy Code Savannah, Georgia Single Family New construction Bldg. faces 90 deg. from North 3350 ft2 22% 1847 2 ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity + R-3.0 continuous insulation Comments: ❑ Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity + R-3.0 continuous insulation Comments: ❑ Ceiling 3: Flat Ceiling or Scissor Truss, R-30.0 cavity + R-3.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-19.0 cavity + R-3.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wail. Comments: F-1 Wall 2: Wood Frame, 16" o.c., R-19.0 cavity + R-3.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall 3: Wood Frame, 16" o.c., R-19.0 cavity + R-3.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall 4: Wood Frame, 16" o.c., R-19,0 cavity + R-3.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: Windows: ❑1 Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.310, SHGC: 0,21, For windows without labeled U-factors, describe features: #Panes - Frame Type Comments: Thermal Break? - Yes - No ❑ Window 2: Vinyl Frame0ouble Pane with Low-E, U-factor: 0.310, SHGC: 0.21, For windows without labeled U-factors, describe features: #Panes - Frame Type Comments: Thermal Break? - Yes - No ❑ Window 3: Vinyl Frarne:Double Pane with Low-E, 1-1-factor 0 300, SHGC: 0.21, For windows without labeled U-factors, describe features: #Panes - Frame Type Comments: Thermal Break? - Yes - No ❑ Window 4: Wood Frarne:Double Pane with Low-E, U-factor: 0.300, SHGC: 0,21, For windows without labeled U-factors, describe features: #Paines - Frame Type Thermal Break? - Yes - No Project Title: Amy Gaster Residence Report date: 05/19114 Data filename: C:Mocuments and Seftings\XL7g9fhM2y1IW3.CADMIN-PMQF030LkMy DocumentshREScheck\AMY-CASTER-1317,rck Page 3 of Comments: Doors-, Door 4: Glass, 1-1-factor 0.300, SHGC: 0,30, Comments: J Door 3: Glass, U-factor: 0.300, SHGC: 0.30, Comments: Floors: D Floor 1: Ail-Wood Joist[Truss:Civer Unconditioned Space, R-1 9.0 cavity + R-3,0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfioor docking. Heating and Cooling Equipment: Cj Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Solar Heat Gain Coefficient. Li Solar Heat Gain Coefficient (SHGC) values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gaskete,d, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/door iambs and framing. Lj Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Lj Masonry, site-built fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope air tightness complies with a post construction blower door test result of less than 7 ACH at 50 Pascals. Test conducted by a certified Duct and Envelope Tightness (DET) verifier. Materials Identification and Installation: L1 Materials and equipment are installed in accordance with the manufacturer's installation instructions. Lj Materials and equipment are identified so that compliance can be determined, ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. L) Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation.- Lj All ducts not completely inside the building envelope are insulated to at least R-6. Duct Construction and Testing, Lj Building framing cavities are not used as supply or return ducts. All supply and return ducts are lined with metal, flex duct, ductboard or other material approved in section M1601 of the IRC. L] Without exception all closure systems have mastic applied that is at least 2 mm (0.08 inches) thick. All joints and seams of air ducts, air handlers, fitter boxes are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181B#and are labeled according to the duct construction. Metal duct connections With equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 112 inches and are fastened with a minimum of three equally spaced sheet-metal screws, Exceptions: Joint and seams covered with spray polyurethane foam and mastic. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w,g. (500 Pa),. Ej Duct tightness test has been performed by a certified DET verifier and meets one of the following test criteria when tested at 0.1 inches w.g. (25 Pascals): (1) Rough-in total leakage test (RIT) with air handler installed: Less than or equal to 201.0 cfm (6 cfm per 100 ft2 of conditioned floor area). Project Title: Amy Gaster Residence Report date: 05/19114 Data filename: C:1Docurnents and Settings\XL7g9fhM2yl IW3,CADMIN-PMQF030L\My DocumentslRESchecklAMY-CASTER-1317.rck Page 4 of (2) Postconstruction total iea' test (PCT; including air handier enclosure); Less that. _ equal' to 402.0 cfm (12 cfm per 100 ft2 of conditioned floor area), (3) Postconstruction leakage to outdoors test (PCO): Less than or equal to 268.0 cfm (8 cfm per 100 ft2 of conditioned floor area), Heating and Cooling Equipment Sizing: Ll Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. r-1 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections, 503 and 504). Circulating Service Not Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: L] Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light 0 Timer switches on pool heaters and pumps, are present, Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recove!ry systems. Lj Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site - recovered' energy or solar energy source. Other Requirements: Li Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitations failing, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement's'). Certificate: F1 A permanent certificate is provided on or in the electrical distribution panel or air handler listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment.. The certificate shall also fist the calculated heating toad, sensible cooling load, latent cooling load and cfm for space conditioning the duct tightness and envelope tightness test results. Buildings classified as R-2 occupancy shall' indicate that the visual inspection option was used or provide envelope tightness test results. The certificate does not cover or obstruct the visibility of the circuit directory iabel, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title. Amy Gaster Residence Report date: 05/19/14 Data filename: C:\Documents and SettingslXL7g9fhM2y11 W3.CADMIN-PMQF030L'aMy DocumentslREScheck"AMY-CASTER-1317,rck Page 5 of 2 0 1 G eo uu iv v Gode 9U Ceiling I Roof 33,00 Wall 22',00 Floor/ Foundation 22,00 Ductwork (unconditioned spaces): Window Door CFM50 Total Conditioned Volume ACH50 DET Verifer (Name/Phone) Electric Central Air Conditioner Water Heater: Heating Load Sensible Cooling Load Latent Cooling Load Total Air Handier CFM Load Ca[cs by (Name/Phone) 0.31 011 0.30 0.30 I REScheck Saftware Version 4.5.0 wuiro Compliance Certificate Energy Code: 2'011 Georgia State Minimum Standard Energy Code Location: Savannah, Georgia 40 Construction Type: Single Family Project Type: Now construction 100 Building Orientation: Bldg. faces 90 deg. from North 0.300 Conditioned Floor Area: 3,350 ft2 19.0 Glazing Area Percentage: 22% 34 Heating Degree Days: 1847 Climate Zone: 2 120 Construction Site: Owner/Agent: Designer/Contractor: 129 Eagle's Nest Drive Ms. Amy Gaster Scott Efird Tybee Island, GA 31328 P.O, 365 Whitlow Construction 32 Tybee Island, GA 31328 140 Johnny Mercer Blvd. Suite 19 0.300 912-313-8919 Savannah, GA 31410 19.0 3.0 912-313-8919 Compliance: 4.2% Better Than Code Wall 1: Wood Frame, 16" o.c. Orientation: Front Window 1: Vinyl Frame:Double Pane with Low-E SHIGC: 0.21 Orientation: Front Door 4: Glass SHGC: 0.30 Orientation: Front Wall 2: Wood Frame, 16" o.c. Orientation: Back Window 2: Vinyl Frame:Double Pane with Low-E SHGC: 0,21 Orientation: Back Door 3: Glass SHGC: 0.30 Orientation: Back Wall 3: Wood Frame, 16" o.c. Orientation: Left Side Window 3: Vinyl Frame:Double Pane with Low-E SHGC': 0.21 Orientation: Left Side Wall 4: Wood Frame, 16" o.c. Orientation: Right Side Window 4: Wood Frame:Double Pane with Low-E SHGC: 0.21 Orientation: Right Side Floor 1: All-Wood Joistffruss: Over Unconditioned Space Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Fiat Ceiling or Scissor Truss Ceiling 3: Flat Ceiling or Scissor Truss Air Conditioner 1: Electric Central Air 13 SEER 1080 19.0 3.0 40 180 0.310 56 100 0.300 30 1080 19.0 3.0 34 280 0.310 87 120 0,300 36 663 19.0 10 32 32 0.300 10 773 19.0 3.0 36 63 0.300 19 270 19.0 3,0 11 2420 30.0 3.0 77 2420 30,0 3.0 77 930 30.0 3.0 30 Project Tito: Amy Gaster Residence Report date: 05119/14 Data filename: C:\Documents and SettiiigskXL7g9fhM2yllW3.CADMIN-PMQF030L\My DocumentskRESchecklAMY-GASTF-P-1317.rck Page 1 of Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2011 Georgia State Minimum Standard Energy Code requurements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title &gnature Date Project Title: Amy Gaster Residence Report date: 05/19114 Data filename: C:\Documents and Settings\XL7g9fhM2y11W3.CADMIN-PMQF030L\My Documents\RESc-heck\AMY-GASTFR-1317.rck Page 2 of Energy Code: 2011 Georgia State Minimum Standard Energy Code Location: Savannah, Georgia Construction Type: Single Family Project Type: New construction Building Orientation: Bldg. faces 9V deg. from North Conditioned Floor Area: 3350 ft2 Glazing Area porcentag=� 22% Heating Degree Days: 1847 Climate Zone: 2 Ceilings: 0 Ceiling 1: Flat Ceiling m Scissor Tmox R-3oo cavity ~n-3.0 continuous insulation Comments: m Ceiling 2: Flat cmumgm Scissor Tmaa R-30.0 cavity +n-3.n continuous inuulauvn -1 Ceiling 3: Flat Ceiling m Scissor Truss, n-3no cavity +nao continuous insulation Above-Grade Walls: LJ Wall I � Wood Frame, 1e^uc. n-1uu cavity +eoo continuous insulation Continuous insulation specified for this above-grade wall has consistent R-vo|ue rating across full area ,x the wall 0 Wall 2: Wood Frame, 16ro.n, R-19.0 cavity +R-v.0 continuous insulation Continuous ins laoonopeomeuuvmisabv,rnmuewmxhaoomnmistamR-°a|uerawng"rrossmnareammewan. Comments: O Wall! ;: Wood rraon. 16^o.o, m'1mo cavity +p+ao continuous insulation Continuous insulation specified for this above-grade wall has conWsten/R-va)ue rating across full area of the wau. Comments: O Wall 4:Wood Frame, 16^u.c, n-1yu cavity +a-3o continuous insulation, Continuous insulation specified for this above-grade wall has consistent R-vmme rating across full area o, the wall. Comments: L1 Window 1: Vinyl Framoop"ble Pane with Low-E. u-factor�o�10, SHeo 021. For windows without �auale,ou*actvrs. describe features: #Panes — Frame Type Thermal Break? — Yes — No LJvvmuow 2: Vinyl Fram°o""*w Pane with Low-E, u-famorO.31o.onno:nz,. For windows without labeled w*amom, describe features: #Panes__ Frame Type Thermal Break? — Yes — No L] Window a Vinyl Fram°:on"uw Pane with Luw-E.u-faactor0ann.SvsC:uut For windows without labeled y**ctmm. describe features: #Pamm__Frame Type Thermal Break? — Yes — No 0 Window 4: Wood Frmmv:ovume Pane with Lvw+,u-fnrtorn.3oo.SnmC:oz1. For windows without labeled U-factors, describe features: #Panes — Frame Type Thermal Break? — Yes — No Project Title: Amy easterResidence Report date: nsnon* Data filename: o:\onpvmemm and se#inms�%000mwav11w3.cAoM|m'pwOFnao|Vwyomnmen*mnesc»axwawv'GxSTee-1wr.n* Pwv° 3 of Doors: 0 Door 4: Glass, U:actucunoo anGC:uno. Comments: Floor: 0 plop 1: All-Wood Jmomruno Over Unconditioned Space, m-1g.0 cavity +R-S.O continuous moulaUun Comments: Floor insulation is instailed in permanent contact with the underside mthe subfloo/,ecking. Heating and Cooling Equipment, LJ Air Conditioner 1: Electric Central Air: ix SEER nrhigher Make and Model Number: Solar Heat Gain Coefficient: L] Solar Heat Gain Coefficient (SHGC), values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: [] Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air ieakage are sealed with caulk, gaslketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. [] Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between wmgomxumxjumyp and framing, 0 Recessed lights in the building thermal envelope are 1) type |Crated and ASTmsono labeled and z) sealed with m gasket o,caulk between the housing and the interior wall or ceiling covering. [] Masonry, site-built fireplaces have gmsxeteu doors and outdoor combustion air. L] Automatic or gravity dampers are installed on all outdoor air intakes and exhausts, Air Sealing and Insulation: 0 Building envelope air tightness complies with apost construction blower door test result mless than rmmat 50 Pascals. Test conducted byecertified Duct and Envelope Tightness (oeT)verifier. Materials Identification and Installation: [3 Materials and equipment are installed in accordance with the manufacturer's installation instructions, O Materials and equipment are identified sv that compliance can o°determined, O Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided, 0 msulation R-vaoues and giazing U-factors are clearly marked on the buflding plans or specifications. D�uot|neu|at;on: 0 All ducts not completely inside the building envelope are insulated tosmteastn*. Duct Construction and Testing: U Building frammg cavities are not used as supply or return ducts. All supply and return ducts are lined with metal, flex duct, cluctboard or other material approved in section m1eo1or the |no 0 Without exception all closure systems have mastic applied that inur least omm(n.08 inches) thick. All joints and seams ur air ducts, air handlers, filter boxes are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated U'L 181A or UL 181 B#and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have m contact lap ma/ least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metall screws. sy:wotiowm: Joint and seams covered with spray polyurethane foam and mastic. Where apartially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent "hinge effect, Conunuvvuiy welded and locking-type longitudinal joints and seams "n ducts °r°ramnsmt less than z in. w.U.(5nopa). [] Duct tightness test has been performed by a certified DET verifier and meets one of the foilowing test criteria when tested at 0.1 inuw=n w* (25 Pascals): (|) Rough-in total leakage test (R|T) with air handler |nmaueu: Less thanmr equal m2n1ocfn(scfn per 1onnm'x conditioned floor Project Title: Amy sag* Rnnu*nno Report date: mv/9/14 Data filename: C:\Documents and 1W3.CADm|w-PwqF030u Documems\R R-1317.rck page 4 of pqpontcnmxtrummototal leak vx(prr including air handler onulo"vre): Less thar |uu|m4nzomm(mcfn per 1!mon:2nr conditioned floor area), (3) PostconstruGtion leakage to outdoors test (PCO):: Less than or equal to, 268.0 cfm (8 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment StdmQ; O Additional requirements for equipment sizing are included myun inspection for compliance with the International Residential code. 0 For systems serving multiple dwelling unusgou mantawvn»asb==n,wum|m,uuem"=mmnngoomp|iannevmm28nsIeooCommorwa| Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: 0 Circulating service hot water pipes are �nsulatecl to R-2. [] Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not inuse. Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: 0 Heated swimming pools have an on/off heater switch. O Pool heaters operating un natural gas vr LPG have mn°/octmnio pilot light. L] Timer switches vn pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or systems. 0 Heated swimming pools have mcover on orm the water surface. For pools heated over 910 degrees F (32 degrees o)the cover has a rrtin|mum insulation value mn-12. Covers are not required when 60%mthe heating energy is from site-recovered energy or solar energy source. Other Requirements: 0 Snow- and ice-melti!ng systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system, when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling!, and c) the outdoor temperature is above 40 degrees F (a manual sh!uloff control is also permitted to satisfy requirement'c'). U A permanent certificate is provided on or in the electrical cl�mbution panel or air handler listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. . The certificate shall also list the calculated heating load, sensible cooling load, latent cooling load and cfm for space conditioning the duct tightness and envelope tightness test results. Buildings classified as R-2 occupancy shall indicate that the visual inspection option was used or provide envelope tightness test results. The certificate does not cover o, obstruct the visibility m the ci,ouu directory label, service disconnect label vr other required NOTES TO FIELD: (Building Department Use Only) Project Title: Amy GouterResidence Report date: nnns/4 Data filename: C:\000umwnts and samnoo\XL/vmmwcyllvvacxoM|m-pmQpuanuwyunnumonos\RsSchoux�AmY'sAsTsn-1a1r.ox Pm«° 5 of W,11 Geol"N,6 [a State Wrilirwitim Eriergy Code Ceiling I Roof 33.00 Wall 22.00 Floor/ Foundation 22.00 Ductwork (unconditioned spaces): MMOMMMIMMOMMUMMEM, Window 0.31 0.21 Door 0.30 0.30 CFM50 Total Conditioned Volume ACH50 DET Verifer (Name/Phone) Electric Central Air Conditioner Water Heater: Heating Load Sensible Cooling Load Latent Cooling Load Total Air Handier CFMI Load CaIcs by (Name/Phone) Test Type (PCO, PCT, RIT) CFM25 Floor Area Served (s.f.) Test Result(%) DET Verifer (Name/Phone) M BuilderlDesign Professional: Dater Comments: AMY GASTER aex GaszER PD BOX 365 zsoEE ISLAND 11��� REMIT TO: cIzr OF zrBEE zSLsmo P.O. oQD 2749 TYgBu ISLAND, GA 31328-2749 PHONE (912) 786-4573 GA 31328-0365 CnSzmMER#: INVOlCE4; INVOICE DATE: DUE DATE : CHARGE oEzaIz ITEM DESCRIPTION UNITS TYPE PRICE Due before on or before 02/20/2014 O2-2055 20I40204I931 2/04/2VI4 2/20/20l4 8.08 87.58 � ' el~ ^ _______________________________________________________________________________ °°**°roamK YOU °*^+* rUraL oon : 87^50 ------------------------------------------------------------------------------- -11 Y Ul- I Y 8tt IbLANL) 403 Butler Ave PO Box 2749 Tybee Island, GA 31328-2749 Ph (912) 786-4573 FAX (912) 786-5832 Vendor#�: 0 1 - C) 0 2 0 5 5 Issuedt0: DAVIS ENGINEERING, TN2 P 0 B O X 1 6 6 3 T Y B E E ISLAND, GA 3 1 3 2 PURCHASE ORDER PO Number. 14-2.5213 This number must appear on all related correspondence, shipping papers and invoices Date: 0 1/ 03/2 x1 4 Requisition #:1 4- 252213 Ship to: CITY HALL 4013 BUTLER AVENUE T Y B E E IS L A U D , GA 3 1 3 2 9 F.0,13. Point - Tybee Island, GA Term's - Net 30 days UNE UNITS DESCRIPTION PRICE AMOU 1 0.00 Eng - Gaster/Eagles Nest 100-7220-52�-1203 0.00 Davis Engineering, Inc., invoice #2�1306401 dated 12/20/2013 far engineering at Eagles Nest - Amy Gaster Purchase Order void after 90 days. . .......... . ...... . .. . . . ....... . . .......... Special Instructions: 1 TOTiif L Authorized by For the City of Tybee Island I agree to provide the items/services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. 3upplier Acknowledgement Date M.- 07.50 67.50 DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus&gn2q Lcorn INVOICE December 20, 2013 Invoice #21306401 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912), 786-4573 Fax: (912) 786-9539 RE: :Amy faster Residence — Eagles Nest 12-19-13 0.25 Site visit and discussion with Engineer & Concurrence 12-20-13 0.25 Concurrence 0.50 hours @ $175/hour = $87.50/hour From: Downer Davis [dkdbus9g1rnaiI.corn] Sent: Monday, January 13, 2014 11:40 AM To: Dianne Otto Cc: lahbos@bellsouth.net Subject: Re: FW: AMY CASTER The revised Sediment Barrier along the buffer is acceptable. I will offer the clarification that I'll accept pine straw bales as well as the hay bales. Downer Davis (912,) 695-7262 On Sun, Jan 12, 2014 at 1:51 PM, Dianne Otto <Doftc�C� C,.( g> wrote: _ i1 Y�LfiytLLeo .,_! FYI. Attached is a revised page C5 for the Amy Gaster/Eagles Nest plans. Your number is 21306401., This is in response to the middle paragraph of your 12/20/2013 cornment/approval letter., I'll print this and put it with the approved plans to be issued with the permit, I only need to hear back from you if you have any further issue with this. 97��� phone 93,2.4,72.5031. . ........ . ..... . .... ---l- From: Mark Bosweli . .... ..... .. ... ..... Sent: Saturday, January 11, 2014 2:02 PM To: Dianne Otto; Dianne Otto Subject: AMY CASTER have a look at the phase 3 plans with hay bales. D/WW8 ENGINEERING, INC. PO Box 1863 Tybee1slend. Georgia 31328 Tel. (912)G05-72S2 dkdbua@gmuiLoom& December 2O.2O13 Diane Otto City ofTybenIsland P.O. Box 274Q Tybee Island, GA3132Q Phone (912) 786-4573 Fax:: (912)786-9�538 RE: Amy Gaster Residence on Eagle's Nest Dear Ms. Otto: | have reviewed the plans for the above referenced site. My review iu limited Uo drainage issues and land disturbing activities, VVe have not attempted to duplicate the work nf the Planning Comm�maionor City staff with regard to setbacks, density or other zoning or subdivision regulafion issues. ,�ec. 1~ K2-1%� | have discussed with the Engineer the issue of the rear Sd1 aiong the buffer. h�s not tugm(mthe buffer asshown. The Engineer advised that this rear section will be changed from two rows of Type "C" to one row of Type "C" with the, straw baUe against it on the back (post) side. Due to the space constraints in the rear, this use of'the straw (not trenched) is a better choice. Ae the straw will not be trenched in the straw bales, with stakes through them |oacceptable. However, the row cf Type ^C^ must be outside of the buffer. Wkh the aforementioned condition and within the scope of my design review, to the best of my knowledge and belief, it is my opinion that this drainage plan should meet the requirements of the Land Development Code of the City mfTybaeIsland. Any recommendations dm not relieve the project ofthe requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion mf this project. Please contact me if you have any questions on this matter. Downer K. Davis, Jr.P.E. President i �� / 0� m� UT go] Amy Gaster Project Eagles Nest Drive Tybee Island, Georgia WIM Amy Gaster P.O. Box 365 Tybee Island, Georgia 31328 AM ti OBJIECTID: 77889 Shape: Polygon P,IN: 4-0019 -02-044 NAME: GASTER AMY J ADDRESS 1: ADDRESS-2: 1314 2ND AVE ADDRESS_3: CITY: TYBEE ISLAND STATE: GA ZIP CODE: 31328 PROP ADDRESS: EAGLES NEST DR TYBEE ISLAND STREET LIGHTING: MUN—CODE: 4 NEIGHBORHOOD —CODE: 20220 LAND UNITS: 100 LANDJRONTAGE: 100 LAND DEPTH: 225 LAND—TYPE: FIF REAL—ESTATE—VALUE: 378000 LAND—VALUE: 378000 BUILDING VALUE: 0 PROP —CLASS —CODES: R LAND—USE—CODE: 01 SALE PRICE: 0 SALE_YY: 2012 SALE MM: 08 SALE—DD: 23 TRANSIT—CODE: 0 APC CODE: COMM CAT: AGENT: TOTAL ASSESSMENT: 151200 LEGAL-1 : LOT 6 EAGLES NEST SUlB PHASE 4 LEGAL-2: SMB 18S 40.847 ac ZONING: R1 SALE—OR—BOOK: 380E SALE—OR—PAGE: 585 BASE—YR—VALUE: 0 BASE—YR—VAL—CPI: 0 CAMA—LAND—VALUE: 378000 CAMA_MISCVALUE: 0 CAMA_BLDGYALUE: 0 CAMA TOTAL —VALUE: 378000 CHTXFER_FILLER: Null ADTAB—TAD: ADTAB TAD BYV: 0 TCR—DA,rE.- 5/912013, STNUM: Null STSHORTNAM: EAGLES NEST STPREFIX: Null STUNIT: NuH STNAME: EAGLES NEST CALCAC: 0.8001535 Owner Name.- CASTER AMY J FULLADDRES& EAGLES NEST DR PROP—ADDRE2.- EAGLES NEST DR TYBEE ISLAND ZIPCODE.- 31328 ZONEID-. R-1 Zoning Description: Single Family Residential ALDERID: 0 COMMID: 4 Neighborhood Description: T220 TYBEE EAGLES NT Landuse Description.- Single Family Res FLOO DID: AE Elementary School: HOWARD Middle School: COASTAL High School: ISLAN'DS Voting Precinct: 4 -10C STSUFFiK DR Shapejength: 835.024569 Shape_Area: 34871.147742 U ty NBIN-411MINIUMM a se"..- 3-)90. schedulo of doveiopinent regi,Aations. A. Schedule of residential district dimensional requirements. Zoning Minimum Lot Area (square feet) Minimum Yard Setback Maximum District Distance (feet) Structure Height (feet) Single-Family Two-Family Multi Family Front Rear Side — R -1 12,000 Not permitted Not permitted 20 20 to 35 R-1-13 6 "600 Not permitted Not permitted 20 10 10 135 R-2 4,500 6,750 Not permitted 20 10 10 a5 PT 7,000 8,000 8,000 buildable to 80% of the property exclusive of the setbacks l,ittp://Iibrary.munico,de.com/HTNIL/14104/level3/PTIICOC> R—A,PXALADEC,O ART3,G... 12/17/2013 ,. r„ HYDROLOGY REPORT For The Tybee Island, Georgia The existing site is vacant and has several 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 grading and utilities. The total site is approximately 0.8 acres with the new prQject being approximately 0.3 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 ). PR_E DEVELOPMENT SITE CONDITIONS The existing site will be treated as one drainage area. The existing drainage area consists of 0.8 acres and drains predominantly to the west side of the property towards the existing salt water marsh. The existing storm water run-off volunie currently leaving the site will be the maximum allowed to impact any adjacent property during post developed storm events. POST DEVELOPMENT SITE CONDITIONS The proposed site will be treated as one drainage area with part of the roof run off being routed to the west to the existing salt water marsh and the remainder of the new drainage will be collected on site by sheet drainage and new swales which are directed to the existing pond on the property to the north. 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 perfon-ned utilizing the following data: HYDROGRAPH GENERATION METHOD = RATIONAL PRE-DEVELOPMENT SLOPE SEE EXHIBITS �1 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. RUNOFF CAL " A TIONS DRAINAGE 2 5 10 25 50 100 AREA YEAR YEAR YEAR YEAR YEAR YEAR E-D 1.09 1.25 1.36 1.50 1.62 1.72 G1 -DA 1.57 1. Q 1.96 2.16 2.33 2.45 TOTAL INCREASE IN 0.48 0.55 0.60 0.66 0.71 0.76 RUN -OFF i,: 0 Jill lit I IV\ J \ I l4\ In If\ -,A, amy" ALI % 0 'J4 83 C I I 'k r q1 % Al m Y too An 60 6 -N i al o A Nov ps % 4kt .co IMPERVIOUS AREA 0.00 AC. PERVIOUS AREA 0.80 AC. TOTAL O »80A IMPERVIOUS AREA 0. 10 AC., PERVIOUS PAVERS 0.04 AC. . . .. .. .... .... .. . .. .... . .. TOTAL. 0,80 AN MOW . . . ......... 01OF SAVANNAHADF wl',_11� 1"R Oltl Hyd. •ydrograph! Peak Time Time to Volume Return Inflow Maximum '� Maximum No. type flow interval peak period hyd(s) elevation I storage (origin) (Cfs) (mini) (min) (tuft) (yrs) R (cu',) 1 Rational 1.09 1 1 5 47,059 2 ---- 2 Rational 1.25 1 5 53,964 5 ---- 3 Rational 1.36 1 5 58,730 10 -_ - - -- 4 Rational 1.50 1 5 64,782 25 ---- ------ 5 Rational 1.62 1 5 69,957 50 ---- ------ i ------ 6 Rational 1.72 1 5 74,286 100 ------ Page I Hydrograph description AMY GASTOR - E-DA- AMY GASTOR - E-DA- AMY GASTOR - E-DA- AMY GASTOR - E-DA- AMY GASTOR - E-DA- AMY GASTOR - E-DA_ Prof. file: GAMY- - EAGLES ED P)!!F file: SAVANNAH.IDF Run date- 12-17-2013 OWN 1w Hyd. No. I AMY GASTOR - E-DA-2-YEAR Hydrograph type = Rational Storm frequency = 2 yrs Drainage area = 0.8 ac Intensity = 5.45 in Curve = SAVANNAH.IDF 1. CY 0. English Peak discharge = 1.09 efs Time interval Runoff coeff Time of conc. (Tc) = 5 min teced. limb factor = 2 8,7 Total Volume = 47,059 Cuft I - Rational - 2 Yr - Qp = 1.0,9 cfs W, 5 10 15 Time (hrs) Hyd, 1 Hyd. No. 2 English Hydro raph type = Rational Storm frequency = 5 yrs Drainage area = 0.8 ac Intensity = 6.25 in I-D-F Curve = SAVANNAHADF CY t A Peak discharge = 1.25 cfs Time interval = I min Runoff coleff. Time of conc. Receld. limb factor = 287 Total Volume = 53,964 cull 2 Rational - 5 Yr - Qp 1.25 ds we 5 10 15 e (hrs) Hyd. 2 20 25 English Hyd. No. 3 AMY GASTOR - E-DA- 1 O-YEAR Hydrograph type = Rational Storm frequency = 10yrs Drainage area = 0.8 ac I ntensity = 6.80 in I-D-F Curve = SAVANNAKIDF w N Peak dischargie Time interval = 1 min Ru!noff coeff. = 0.25 Time of conic. (Tc) = 5 min Reced, limb factor = 287 Total Volume = 58,730 CUR 3 ® Rational - 10 Yr ® QP 1.36 cfs 5 10 Time (hrs) Hyd. 3 15 20 09 Hydrograph Plot English Hyd. No. 4 ,iliY GASTOR - E-DA-25-YEAR Hydrograph type = Rational Storm frequency = 25 yrs Drainage area = 0.8 ac Intensity = 7.50 in I-D-F Curve = SAVANNAHADF a 1. H 0. Peak discharge = 1,50 cfs Time intervai = 1 min Runoff coeff. = 0,25 Time of conc. (Tc) = 5 min Reced. limb factor = 287 Total Volume = 64,782 cuff 4 - Rational - 25 Yr - QP 1.60 ds 0 5 10 15 20 25 Time (hrs) Hyd. 4 Sm Hyd. No. 5 AMY GAST'OR - E-DA-50-YEAR Hydrograph type = Rational Storim frequency = 50 yrs Drainage area = 0,8 ac Intensity = 8.10 in I-D-F Curve = SAVANNAWDF CY 1. N Peak discharge Time interval = 1 min Runoff coeff, = 0.25 Time of conc. Reced. limb factor = 287 Total Volume = 69,957 cuff 5 - Rational - 50 Yr - QP = 1.62 ds 5 10 '15 Time (hrs) Hyd. 5 K41 N9 H-2(Ir6graph P161-i Hyd. No. 6 1© l� - � S *A- U#-Y °t Hydro aph type = Rational Storm frequency = 100 yrs; Drainage area © 0.8 ac Intensity = 8.60 in I-D-F \ Cuve = SAVANNAH.IDF CY English Peak discharge = :2 cfs Time interval = 1 min no coeff. = 025 Time of conc. (Tc) = 5 min Rece d. limb factor = 287 Total Volume = 74,286 cuft ..... . ....... 6 Rational - 100 Yr - QP 1.72 ds 2. M1 atj w a I rTyu,drograph Summary Report im FHyd. Hydrograph Peak Time Time to Volume Return Inflow Maxi,mum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (Origin) (cfs) (min) (min) (cuff) (yrs) (ft) (cult) 1 Rational 1.57 1 5 67,765 2 ------ ------ AMY CASTOR - N-DA- 2 Rational 1.80 1 5 77,709 5 ------ AMY CASTOR - N-DA- 3 Rational 1.9,6 1 5 84,572 10 ---- AMY GASTOR N-DA- 4 Rational 2.16 1 5 93,286 25 AMY GASTOR - N-DA- 5 Rational 2,33 1 5 100,738 50 AMY CASTOR - N-DA- 6 Rational 2.48 1 5 106,972 100 ------ ------ AMY CASTOR - N-DA- Proj, file: AMY - G-EAGLES-ND4�PIINF file: SAVANNAROF JRUn date: 12-17-2013 a English Hyd. No. I AMY GASTOR - N-DA-2-YEAR Hydrograph type = Rational Storm frequenicy = 2 yrs Drainage area = 0.8 ac Intensity = 5.45 in I-D-F Curve = SAVANNAKIDF Peak discharge Time interval = 1 min Runoff coeff., = 0. 36 Time of conc. (Tc) = 5 min Reced. limb factor = 287 Tbtai VoWme = 67,765 cult I Rational ® 2 Yr - Qp 1.57 ifs, 5 10 Ti (hrs) I/ Hyd. I 15 20 25 2.0 1.5 1,0 CY 01.5, 0.01 0 Peak discharge Time interval = 1 min Runoff coeff., = 0. 36 Time of conc. (Tc) = 5 min Reced. limb factor = 287 Tbtai VoWme = 67,765 cult I Rational ® 2 Yr - Qp 1.57 ifs, 5 10 Ti (hrs) I/ Hyd. I 15 20 25 English Hyd. No. 2 AMY GASTOR - N-DA-5-YEAF� Hydrograph type = Rational Storm frequency = 5 yrs Drainage area = 0.8 ac Intensity = 6.25 in I-D-F Curve = SAVANNAKIDIF 2, 0 40— 1. H 0 Peak discharge = 1.80 cfs Time interval = 1 min Runoff coeff. = 0. 36 Time of cone, (Tc) = 5 min Reced. limb factor = 287 Total Volume = 77,709 craft 2 - Rational - 6 Yr - Qp 1.80 cfs 0 5 10 15 20 Time (hrs) Hyd. 2 25 English Hyd. No. 3 AMY GA R - N-DA-1 O-YEAR Hydrograph type = Rational Storm frequency = 10 yrs Drainage area = 0.,8 ac Intensity I-D-F Curve = SAVANNAKIDIF 2 CY 0 we discharge = 1,96 cfs Time interval = 1 min Runoff coeff . = 0.36 Time of conc. (Tc) = 5 min lieced. limb factor = 287 Total Volume = 84,572 CA 3 Rational - 10 Yr - QP1 1.96 ifs 0 5 10 15 20 Time (,hrs) Hyd. 3 w English Hyd. No. 4 ,",j.Y --y, wj- « *, Hydrograph type = Rational Storm frequency = 25 rs y Drainage area = 0.8 ac Intensity = 7.5■ in $ « <» »f = SAVANNAHA■F ".0) M PA, M we Peak discharge © 2.16 cfs Time interval = I min Runoff coeff - = O36 Time of conc. (Tc) = 5 min Reced. Iim*facAor---28-i Total Volume = 93,286 cuft 4 - Rational - 25 Yr - QP = 2.16 cfs R 10 15 20 25 Time (hrs) Hyd. 4 Me, Hyd. No. 5 EM Hydrograph type Rational Storm frequency 50 yrs Drainage area 0.8 ac Intensity 8.10 in I-D-F Curve SAVANNAHJDF 2. 2. 1. 0. 0 Peak discharge = 2.33 cfs Time interval = 1 min Runoff coeff. = U6 Time of conc. Reced. limb factor = 287 5 Rational - 50 Yr - Qp = 2.33 cfs 5 10 15 20 25 Time (hrs) Hyd. 5 W'orksheet for AMY GASTOR , SWALE CALC. OFF-V :: "I Friction Method7j Solve For EM EM Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Discharge Normal Depth Flow Area °VWetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type 919MEMM- Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope Manning Formula Normal Depth 0.025 080000 ft/ft (H:V) 4.00 ft/ft (H:V) 0.62 ft3/s 3.82 in 0,41 ftz 2.62 ft 1.85 in 2.55 ft 0.27 ft 0.01844 ft/ft 1.53 ft)s 0.04 ft 0.35 ft 0.68 0,00 in 0.00 ft 0 0.00 ft Infinity ft/s Infinity ft/S 3.82 in 0.27 ft 0.80000 % 0.01844 ft/ft Bentley Systems, Inc. Viae,stad Methods Sal 9*W*FihmMaster V81 (SELECTseries 1) [08-11.01.03] 1211712013 10:22:39 AM 27 Siemens Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1 _4 DW tz g _ f B YAN'.RD _- 4 e _ -am' MAP SCALE 1" = 500 250 i 500 1000 FEET �� ' PANEL 0213F *FIRM FLOOD INSURANCE RATE MAP CHATHAM COUNTY, GEORGIA AND INCORPORATED AREAS PANEL 213 OF 455 {SEE MAP €NDEX FOR FIRM PANEL LAYOUT) CONTAINS - COMMUNITY NUMBIER PANEL SUFFIX j CHATHAM COUNTY 130330 0213 F TYSE€ ISLAND. C4TY OF 135164 0213 F Notice to User: The Map Number shown belaty � ii should be used when placing leap orders: the Community Number Shown above should be li used on insurance applications for the subject community. M- MAP NUMBER 13051CO213F y - = i EFFECTIVE DATE SEPTEMBER 26, 2008 € I j Fccier-al Emergency )lnnugerncnt r4„cncy -- S! -_ E Ti k il -24 _ This is an official copy of a portion of the above referenced food map. it was extracted using F -MIT 4n- Lint', fhi= 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 vvvvf- .msc.terna.gc 320 DSO'N 32- EY 47'N Soil Map--Bryan and Chatham Counties, Georgia 513870 513880 513890 5139M 513910 513920 513930 513940 513950 52960 513970 513980 513990 5140DO 3: Map Scale- 1,647 if printed on A landscape (11" x 8.5") sheet. Meters N 0 5 10 20 Feet it 30 60 120 180 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: U Zone 17NWGS84 i Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey Area of Interest (A01) Area of interest (A01) Soils Soil Map Unit Polygons Sail Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Soil Map—Bryan and Chatham Counties, Georgia Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your A01 were mapped at 1:20,000 Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting 1 soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs,usda.gov Coordinate System; Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA -MRCS certified data as of the version date(s) listed below. Soil Survey Area: Bryan and Chatham Counties, Georgia Survey Area Data: Version 7, Mar 28, 2011 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 1, 2010—Jan 15, 2012 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. M Natural Resources Web Sail Survey 1211712013 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map —Bryan and Chatham Counties, Georgia Bryan and Chatham Counttas, Georgia (GAS13) Map Unit Symbol Map Unit Name Acros in AOl Percent of AOI Cuc - -- - -- - - - Cnipfey -Urban land complex 1.2 51.5! -- - i Orn -_, Omer fine sand - -- - - - -- - - -- - -- 9.2 -- - --- - — 105% Tmi -_ -_- -Tidal marsh, sally -- - - - -' 0.5 23.51 1 w - Water 0.1 ' 4,5% Totals for Area of Interest - - 1.9 - 100.0% ' l v :? =. Natural Resources th,'elz Soil Survey 1211712073 -- Conservation Service National Cooperative So €f Survey Page 3 of 3 Subcontractor List Street address of project. � ; '[ Provide the company name, business type, address, contact person, and phone numbers of all subcontractors., The City of Tybee Island requires annual Contractor Registration for all contractors Business-type Cell number I I Z - 7-10 - L6 _ZY Business type P L L) m 6 Cell!, number I I'Z,- a � --95 9L Office number 'I I Z, - I �k� 3. Company R0556tb (-( Business type 66C-t(ff U./I P) Address l 7I q vir L' r'x4'&6 0 It Sd J Cell number FL(Lf - 131) 7 Contact person Y01q djvq L%t L t Office number 4. Company H LIA i Business type I-JUA Address (R 13A(�t(,,506 Cell number K, Y Cointactplerson MAiJ6a- Office number 0 5 2-3 7 Q,.�(GEORGIA- 4 [YrAmMENVOT: NAW URAL RQW�UK*," —DV1SK")-7- MAW W[LUAMS COMMISSIONER M& Amy Gaster PO Box 365 Tybee Island, GA 31328 RF,- Jurisdictional Detenninatiou - Marsh Jurisdiction Une for Lot �6, Engles Ned, Chimney Creek, Tybee Island, Chathwn County, Georgis. S7''Wle Ily, %��' ohn Wynne Permit Coordinator Habitat Management Program Cc-. ffle #(JDS20140109) ONE CONSEKVA'r�()�,l WAY � BKUNSWCK, GEORK,'PU 31520-8686 912,264.7218 � FAX 912-262,3143 � WWNA/,C0AsTAt.GADNR.c)Ko' j A,G,'SPUV)'WG0DwAwkr) v t.r'h MECTOR � t RF,- Jurisdictional Detenninatiou - Marsh Jurisdiction Une for Lot �6, Engles Ned, Chimney Creek, Tybee Island, Chathwn County, Georgis. S7''Wle Ily, %��' ohn Wynne Permit Coordinator Habitat Management Program Cc-. ffle #(JDS20140109) ONE CONSEKVA'r�()�,l WAY � BKUNSWCK, GEORK,'PU 31520-8686 912,264.7218 � FAX 912-262,3143 � WWNA/,C0AsTAt.GADNR.c)Ko' Yfiffly S ASI-RO & PESI"CON T'13 - C` 1. C.), Box 23313 . . .................... . .... . . .. . . . .. . ......... . .......... LINEAR FEETF00r'El�,i&:--j Cx.,,) GN USED: SNVANNAI 1, GEORGIA III d-03 D,A J.L CAL 2' 70"TAL, GALS, (912)651-9000 �:� . . ...... . . .......... . . .......... ... ..... .-IlLy . . ........ . . . ...... . U 10[VA41", ORDER M5. PHONE VECI IANE' Il III L p H-1 S I AFATING DAl F TY�IDE OF Sl-AB. C.>iEN41C j % WUAM G. MUM DILL TO %al-3W - - . ............ ... . .. 011DER TAKDA BY . ... ........ 4.41-i'M -WA-6- r),C,,,,, . .. . . ..... D 0 NOT ALL.OW REESIDENTE!, I'll'I A L. IVI A 1111111 A ADDRIESS .. . . ........... . . .................... . .... . . .. . . . .. . ......... . .......... LINEAR FEETF00r'El�,i&:--j Cx.,,) GN USED: - - . . . ...... ... . ....... . . . . ...... . . .... . . . . . . .. . ...... 2' 70"TAL, GALS, �:� . . ...... . . .......... . . .......... ... ..... DEPTH OF FOOTER INSIDE: -1— 2 —.-3— 4 . ......... . H-1 OF FOOTE I OUTSIDE CDERP A M SLAB: TY�IDE OF Sl-AB. C.>iEN41C j % WUAM G. MUM TECI HMCIAN(S): %al-3W - - . ............ ... . .. T/M IG E Grog, S11-11.3 I-E RRANIE��AN -PERNMI Y. . ... ........ 4.41-i'M -WA-6- r),C,,,,, . .. . . ..... D 0 NOT ALL.OW REESIDENTE!, I'll'I A L. IVI A 1111111 A .. . . ........... C J_J� 111", N I H E R Pl E i'l N S , IC) R ..... .... . . FOTAL A FA R I N I C) IF R IE Al lEl D A R Eli A pa 111 I I 1 11, AV A F I F 11) Fllli A X J J(y 1 K 0 R D L I ;E D 12 V 01 Alt. AM vj 11 1 Cf I Vy, u Ill I 11 I. 11 1p I"= 1: Ij j is i n rn 11 11 yv o 11 1:: v I YATIES-AS rROTERMI"""F & PEST ("ONTROL C PO. Box 23,3-13 SAVANNAH, GEORGIA 31403 (912) 651 .......... .................. -900O . . . . . . . . KAMER S OADER NO. I PHONL BILL 10 OHLSS N[' I 013 V „�!AIIMIE LM TION . . ........ . ....... - ............................ ............................... eA, 6, )1 e- MECHANIC HELPER 41-2 P-� SIARUM;' DATE )NE 0HFIER TAKEN BY . .. ..... . ................ ......... . - — ---. -.. 17 DAY WORK I I CONTRAUT I I EXTRA .. ............................. = ........ .. .. . . . = ---- ------ DESCRHITION ...... . .. S F E ET: ''I'll-, ..................... .. . . . . ...... ........ I INEAR FEETBI-OCK VOIDS: . . . ... ................... . .... . ..... . ...... . ...... . ................................ . . . ............... . G A L 11.3 [..� D: .... . .... . ..... LINEAR FEETINSIDETRENCI-k GA� LJSED: I.-INEM-1 FEET F('-)O'FEF . ................................. . . ............................ ........... GAL -760 . . ............... . . . . . ................ .. . ... . .. ... . ... .. ........ ......... . . TOT AL. GALS, ............................... DEPTH OF F00"FER INSIDE: 1 2 — 3 ........ . . - . . ............ . ............ 4 . . . ...... . DEP"I"Id OF F00"FER OU"ISIDE: I I . . . ...... . ..... ...... . . . .. . . ........ CRAWL.- S1 AB: 'IM . ... . ........... . .. .............. 11 11.111, �11.1)11-11-1. 11111-- . ...... 1 Y P E” 10 F S I AB, CHEMICAL U, — — - - - - ------ — ------ . . ...... ...... ....... . ....... TEC 11i,11-, -f IC AN(s) ... .. . ....... ................ ............................ . ...... . . .................... - - ----------- A TAFIGEFED PEST- ..)UBTERRANEAN TERMH ............. ES ... ......... ................. . ......... . . .... .. ....... . ........ . .............. F�ENEVVA L 42 . 111_1..._ . . ...... — . . . ........ . ...... DO NOT ALLOW RESIDEN�I........................_1111.. ,-,, TOTAL MAIEF"AIS CF-111-DREN, o-rHER PERSOINS, OR Ml�"AL� LABOR PETS INTOTREAT"ED AREA .................... ... . . . . . ..... . . .... . . . . . ......... 11 11 . . ............. - — - ----- - ............. .. .. .. . . . ....... ... ... . . ............... . �UNTIL. SPRAYS ARE DRY pA -'-1 V� ETT 5 H D F P'.' I -D 'k -Y, . .... ... . - - 1 . - -- - ------ TOTM '%nA0RJNT _ . .. . .... ........... . .. .... F-I No ane home L Total M)CLIJA dUo ❑ Inial oflling to Signaluic . ..... . ..... -- -L--L for ,(hove work; Crr t,-)c maded after I hpieby acknowledgc Iie satisfadery aunpIcdiw rOtlipletion of work A On-, above desm"thed vvco(,