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Home My Public Portal AboutLAUREL AV_1005 1OF3.pdfCITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 11/22/2013 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 #: 130419 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME CLIVE HALE CONTACT ADDRESS 4820 TURNIPTOWN RD CONTACT CITY STATE ZIP ELLIJAY GA 30536 PROPERTY ADDRESS 1005 LAUREL AVE APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Permit # Job Address Job Name CERTIFICATE OF OCCUPANCY REQUIREMENTS 10 oS Lire. e. Energy Code Compliance Certificate Elevation Certificate, Finished Construction As -built Survey Drainage Certification from Project Engineer Recorded Non - conversion Agreement Breakaway Wall Certificate (V -Zone only) Mitigation of Trees Drainage Certification from Downer Davis Drainage Certification from Joe Wilson FEMA Inspection Georgia Residential Energy Code Compliance Certificate* Address: 1005 Laurel/A- (TybeeiIslavd') Builder /Design Prof.: Ra e*- Covotaii1Q Envelope Summary: • 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: .34 Skylight U- factor: NA Glazed Door U- factor: .32 R19 R13 M4 M4 NA NA R13 Permit #: C L//9 Phone: ((ill) 311 - 7 ca ys Sloped /vault ceiling: R19 Above grade mass wall: NA Attic kneewall sheathing: NA Basement continuous: NA Crawlspace continuous: NA Floors over unconditioned space: R13 Other insulation: NA Window SHGC: .29 Skylight SHGC: NA Opaque Door U- factor: 37 ( <50% glazed) • Building Envelope Tightness (BET): BET test conducted by: Charl,e4' RO ' Phone: 721 -2013 Fan Flow at 50 Pascals= 496 CFM50 Total Conditioned Volume = 12375 ft3 ACH50 = CFM50 x 60 / Volume= 2.40 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.) Visual inspection conducted by: Phone: Mechanical Summary: Water Heater Energy Factor: } I Ef Fuel type: ❑ Gas ❑ Electric ❑ Other Number of Heating and Cooling Systems: / Heating System Type: ❑ Gas: AFUE ❑ Air - Source Heat Pump: 9.0 HSPF ❑ Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): heatpumi, Cooling System Efficiency: 15.5 ® SEER ❑ EER ❑ Other Heating /Cooling Load Calculations Performed by: 1"44;14141144611/ Phone: 9/266.3.3u24 Total Heating Load (Based on ACCA Man. 3 or other approved methodology): 19058 Btu /h Total Cooling Load (Based on ACCA Man. 3 or other approved methodology): 192 75 Btu /h Cooling Sensible Load: 17218 Btu /h Cooling Latent Load : 2057 Btu /h Total Air Handler CFM (based on design calculations): 800 CFM Duct Tightness Test Conducted by: Phone: CFMZS per 100 ft2 of conditioned floor area = CFMZS 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). 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. DEPAR 7 MENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program Important: Read the instructions on pages 1 -9. ELEVATION CERTIFICATE OMB No. 1660 -0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Tim Ramaker Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1005 Laurel Avenue 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 18, block 5, Garden Ward A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 32 deq 01.2140 min Long. W 80 deg 51.1910 min A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood in A7. Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): A9. For a) Square footage of crawlspace or enclosure(s) 842 sq ft a) b) Number of permanent flood openings in the crawlspace b) or enclosure(s) within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b 1000 sq in c) d) Engineered flood openings? ® Yes ❑ No d) Horizontal Datum: ❑ NAD 1927 ® NAD 1983 surance. a building with an attached garage: Square footage of attached garage n/a sq ft Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade n/a Total net area of flood openings in A9.b n/a sq in Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP Community Name & Community Number Tybee Island 135164 B2. County Name Chatham B3. State GA B4. Map /Panel Number 13051CO213F B5. Suffix F B6. FIRM Index Date 9/26/08 B7. FIRM Panel Effective /Revised Date 9/26/08 B8. Flood Zone(s) AE L B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 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 /Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other /Source: 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) 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. In Puerto Rico only, enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.6 ® feet ❑ meters b) Top of the next higher floor 17.8 ® feet El meters c) Bottom of the lowest horizontal structural member (V Zones only) n /a. ® feet ❑ meters d) Attached garage (top of slab) n /a. ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 13.8 ® feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.0 ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 8.1 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support n /a. ® feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 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. licensed land surveyor? ® Yes ❑ No Certifier's Name J. Whitley Reynolds License Number 2249 Title Land Survey Company Name Address 636 ephe on AlarAirravannah State GA ZIP Code 31405 Signature' Date 11/19/13 Telephone 912- 352 -0464 FEMA Form 08 • i' 33 (7/12) ITLE See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the col responding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1005 Laurel Avenue City Tybee Island State GA ZIP Code 31328 Policy Number: 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 This buildin• . 4 engineered flood openings rated for 250 square feet each. The ground level of • uildin c is storage an. C2.e) = A/C pad Sign re SECTION E/: Date 11/19/13 UILDING 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. E1. 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 El meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or El 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 El above or El 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 El 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 —G10. In Puerto Rico only, enter meters. G1. El 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. El 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. El The following information (Items G4 —G10) 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: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. 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. Route and Box No. 1005 Laurel Avenue Policy Number: City Tybee Island State GA ZIP Code 31328 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Front View November 18, 2013 FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page 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. Route and Box No. 1005 LaurelAvenue 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. State of Georgia Certificate of Compliance Wednesday, November 13, 2013 Clive Hale 1005 Laurel Avenue Tybee Island, GA RECEIVED l( -19-13 In accordance with Home Land Security — FEMA/NFIP Technical Bulletin 1 /August 2008 requirements for engineered openings in foundation walls, USA FLOOD /AIR FOUNDATION FLOOD VENT will allow for the automatic equalization of hydrostatic flood forces and pressure during flooding as well as for base 100 year flood or 1% chance of flooding in NFIP FIRM (Federal Insurance Rate Map) "A" zone properties. Additional information to meet FEMA/NFIP requirements for flood venting can be found in TB -1 /August 2008. The International Code Council (ICC) requires a minimum 3" diameter opening to be maintained during flooding to allow passage of debris through a flood vent. USA FLOOD /AIR FOUNDATION FLOOD VENT meets the regulation of Federal Emergency Management Agency's National Flood Insurance Program (44 CFR 60.3 (c) (5)) and Flood Resistant Design and Construction (ASCE 24 -98). I do by certify the USA FLOOD /AIR FOUNDATION FLOOD VENTS openings are designed for installation in buildings to meet the FEMA, NFIP and ICC code requirements for the equalizing of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwater during floods up to and including the base (100 year) flood. USA FLOOD /AIR VENTS provide hydrostatic pressure equalization during a flood. Each vent will cover 250 square feet of enclosed building area as per FEMA, NFIP or ICC instructions and calculations. I further certify that the breakaway door releases under less than the required 20 lbs. of hydrostatic pressure. The vents must be installed with the long dimension horizontal and the installation must be in accordance with the manufacturer's printed instructions. Jason M. Conn, P.E. 16360 Trotter Lane Linden, MI 48451 810 - 458 -4350 GA License No. PE033867 DATE ISSUED: 07 -2 -2013 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 # CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEE NEW RESIDENTIAL BLDG - SF 1005 LAUREL AVE CLIVE HALE 4820 TURNIPTOWN ROAD ELLIJAY GA 30536 RAMAKER COASTAL HOMES 275 PROMAN LANE FLEMING GA 31309 1475 P $ 3,145.70 PROJECT VALUATION $147,500.00 PERMIT #: 130419 TOTAL BALANCE DUE: $ 87.50 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 .:I I Y VI- I YI3tt ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328 -2749 Ph (912) 786 -4573 FAX (912) 786 -5832 Vendor # : Issued to: 01- 002055 DAVIS ENGINEERING, INC P 0 B O X 1 6 6 3 TYBEE ISLAND, GA 31328 F.O.B. Point - Tybee Island, GA PURCHASE ORDER PO Number: 14_24911 This number must appear on a re ated correspondence, shipping papers and invoices. Date: Ship to: 11 /2 2/ 201 3Requisition # : 14 -2 49 7 CITY HALL 403 BUTLER AVENUE TYBEE ISLAND, GA 31328 Terms - Net 30 days LINE UNITS DESCRIP11ON PRICE AMOUNT 1 0.00 Eng - 1005 Laurel Ave 100- 7220 -52 -1203 Davis Engineering Inc. invoice #2 1303 502 dated 11/22/2013 for engineering at 1005 Laurel Avenue for Tim Ramaker Purchase Order void after 90 days. 0.00 87 .50 Special Instructions: I agree to provide the items /services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date TOTAL 87.5C Authorized by For the City of Tybee Island Date DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.comt November 22, 2013 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 RE: 1005 Laurel Avenue 11- -13 11 -11 -13 0.25 hours 0.25 hours Invoice # 21303502 Phone (912) 786 -4573 Fax: (912) 786 -9539 Site visit Site review and acceptance 0.5 hours @ $175 /hour = $87.50 Total Due This Invoice BP 13— 0■9 Po /4_ a1911 RECEIVED t O0 -722- S-2 - ( 2- 03 II -22 -(3 Dianne Otto From: Sent: To: Subject: Attachments: Downer Davis [dkdbus @gmail.com] Friday, November 22, 2013 1:25 PM Dianne Otto Re: FW: new compliance for 1005 laurel 21303502.pdf I concur with the Engineer that this site is in substantial compliance with the plans and is stabilized. Downer Davis 912 695 -7262 On Fri, Nov 22, 2013 at 11:20 AM, Dianne Otto <Dotto(&cityoftybee.org> wrote: Downer — Attached is an updated compliance letter from Mark Boswell for 1005 Laurel Avenue / Tim Ramaker. The rain gutter has been redirected. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Mark Boswell [mailto:lahbos@bellsouth.net] Sent: Friday, November 22, 2013 8:08 AM To: Dianne Otto Subject: new compliance for 1005 laurel From: Dianne Otto <Dotto @cityoftybee.org> To: Mark Boswell <lahbos @bellsouth.net> Cc: 'Downer Davis' <dkdbus @gmail.com> Sent: Thursday, November 21, 2013 6:11 PM Subject: RE: FW: 1005 laurel compliance letter Per a conversation with Tim Ramaker earlier today, the gutter work is complete. I will be out of the office all next week. Vacation 2 -1/2 days and City Hall closed 2 -1/2 days. Can we wrap this up tomorrow? 1 Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Mark Boswell [mailto:lahbos(&bellsouth.net] Sent: Wednesday, November 20, 2013 4:42 PM To: Dianne Otto Subject: Re: FW: 1005 laurel compliance letter I'm going to look again after the gutter is revised. From: Dianne Otto <Dotto(&cityoftybee.org> To: Mark Boswell' <lahbos(&bellsouth.net> Cc: Downer Davis <dkdbus(&gmail.com >; Tim Ramaker <tramaker64(&hotmail.com> Sent: Wednesday, November 20, 2013 10:32 AM Subject: FW: FW: 1005 laurel compliance letter Mark, Please see Downer's email below. I'm unable to see the picture but Downer has explained the problem well with his email. Please discuss a remedy with Tim Ramaker, revisit the site after it has been corrected, and provide an updated drainage compliance letter. Downer will then reinspect the site. Thank you, Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager 2 phone 912.472.5031 fax 912.786.9539 From: Downer Davis [mailto:dkdbus(&gmail.com] Sent: Tuesday, November 19, 2013 7:27 PM To: Dianne Otto Subject: Re: FW: 1005 laurel compliance letter Pasted below is a picture I snapped when I visited the site today. the picture shows it is not probable that the downspout at the southeast corner is routing stormwater past the oak tree to Laurel Avenue. The inclusion of the following statement in the certification letter indicates it was written before the work was completed; ; "...except some of the final stabilization is not yet in place. They are working on installing the rest of the final stabilization and the paver driveway at this time." I'd recommend the Engineer recertify once the drainage plan is more closely followed in the southeast corner. Downer Davis 912 695 -7262 dkdbus @gmail.com On Tue, Nov 19, 2013 at 11:03 AM, Dianne Otto <Dotto(&cityoftybee.org> wrote: 1005 Laurel Ave. is ready to look at now Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 3 From: Dianne Otto Sent: Thursday, November 14, 2013 1:12 PM To: Downer Davis' Subject: FW: 1005 laurel compliance letter Downer — I just talked with Boswell. He said you shouldn't look at this site until maybe Monday. Tim Ramaker is not ready. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Dianne Otto Sent: Thursday, November 14, 2013 12:12 PM To: Downer Davis' Subject: FW: 1005 laurel compliance letter Downer — Attached is Boswell's drainage compliance letter for 1005 Laurel Avenue. Your number is 2130350. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Mark Boswell [mailto:lahbos(&bellsouth.net] Sent: Thursday, November 14, 2013 10:25 AM To: Dianne Otto; Tim Ramaker Subject: 1005 laurel compliance letter 4 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -- 6932 LAHBOSOBELLSOUTH. NET November 22, 2013 To: Dianne Otto Planning and Zoning Department Tybee Island, Georgia 31328 Re: Tim Ramaker Project 1005 Laurel Avenue Tybee Island, Georgia Dianne, At the owner's request, we have inspected the project referenced above for compliance with the approved drainage plans. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plans including final stabilization. The downspout on the south east corner of the building to direct run -off to the existing right of way is now in place. Thank you for your assistance and please do not hesitate to contact us with questions or comments. Sincerely, Mark Boswell, P.E. 11-'12-13 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 — 6932 LAHBOS@BELLSOUTH. NET November 14, 2013 To: Dianne Otto Planning and Zoning Department Tybee Island, Georgia 31328 Re: Tim Ramaker Project 1005 Laurel Avenue Tybee Island, Georgia Dianne, At the owner's request, we have inspected the project referenced above for compliance with the approved drainage plans. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plans except some of the final stabilization is not yet in place. They are working on installing the rest of the final stabilization and the paver driveway at this time. Thank you for your assistance and please do not hesitate to contact us with questions or comments. Sincerely, Mark Boswell, P.E. (1 -1'4-13 emo:.led 4-0 10 ..) fur Clo,_k #: 1561176 TILED FOR RECORD 201 12 :44pm T art; NONCONVERSIONAGREE' ;;;,0 FOR STRUCTURES IN THE FLOQd�I'LAL =: Clerk S:: per i.or Court of Chathar;, C„o.nty �'h�.t r t•.. i_ r p Building Permit Number Address of Properly " C i ' _ 2 l} C . Its 06. SLA.r.ft CAA PIN — ()DLL, v ip - ci FIRM Zone P BFE. Al_ l_ feet (NAVD) Panel Number j3thci e3 give date q _._ios Property Owner(s)G_4,.(} VLC LA {-l• •t.k Contractor In accordance with the Flood Damage Prevention Ordinance of the City of Tyhee Island, Georgia, the Property Owner agrees to the following: t,J 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage PreventionN Oniinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood- resistantC_ 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 thin automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area belot 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 i7 Tri 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. Th v vo,ri lion in onstruction beyond what is permitted shall constitute a violation and be abatable as such. Signature of Property Owner �!CrG A Printed Natue f Property Owner Signature of Property Owner C L Printed Name of Property Owner STATE OF GEORGIA COUNTY OF CHATHAM ,.� c 1 hereby certify t t on this J day of iy �0 %�J .before me, a Notary Public of the Staze of Georgia personally appeared \I. t.;. le —..(tom f �t`ENY I �(t Y.�L �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. ``>Ill t tlt��f' �es ``��QPViA•G•9�'i:�� NOT Y rseoq _ �j • aa:A�y 1 ;3.:It : :C. . .0. "t .7 N" I. . s' I. .: ..,Cet%%%% Note: A Noncanversion Agreement nni t bt. used whenever an enclosed structure or portion of a structure is built or substantially improved within the 100 -Pear Floodplain below the Base Flood Elevation. A Noncouversion Agreement must sari* all of the above conditions and requires proper recordation in the land records of Chatham County , Georgia. /6 � (<?JJi Date Date wheeof, My Commission expires on WITNESS SIGNATURE Printed Nam /e Address-3 7 1 [� krill.), nd and Notarial Seal. -cif--71 '7 1v' 10 SUPERIOR COURT CHATHAM COUNTY GA This is to certify that I have examined the permanent record on file in this office and the foregoing is a true and correct copy of that record. Given under my hand and seal thi s; day •�� m . • 2Q. /li Deputy Clerk of Superior Court Eastern Judicial Circuit Chatham County, Georgia mum INTERNATIONAL CODE COUNCIL MEMBER City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. 3 0 41 9 Date Requested 1 1 - 2 0-1 3 (� , Owner's Name , PAO k a..1 ' Date Needed Gen. Contractor I 1 Subcontractor Contact Information Project Address 1 ("-) 0 5 Lo v C7- j I A,ve., Scope of Work Y"1__0,t,,,) S# Inspector , Q nrt� O0-14o Date of Inspection I 1 r2 0 -13 Inspection Psi Pass Fail El Fee k3Q,5e. ---k :s Cyr! 1-)a5 k.2-- 01-0A6L, AQ., C/).ndenSir L.E.-% pk •if,---C`:3rPr't Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. ° I /'5/13 / 3 - Dill 9 Date Requested Owner's Name ///471 6 Date Needed i i /If 113 Gen. Contractor - PA (fit+ ieme Subcontractor " Contact Information 7 l Al 1 � 7f- 74(.5 Project Address MOO j /la Pet Scope of Work Ait) 5F: Inspector Date of Inspection Inspection i fz J /e Pass Fail El Fee Inspection d - /14(e ( R e 14 6ge Pass Two Twook Gl%/h f U Fail ❑ Fee Inspection e r R. Pass 1=1 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee /ti's ;:7, J): 4) A)4 7CJ.:)' . 11/15/2014 12:00 631 - 269 -8872 USA FLOODAIR VENTS PAGE 01/01 RECEIVE b State of Georgia Certificate of Compliance Wednesday, November 13, 2013 Clive Hale 1005 Laurel Avenue Tybee Island, GA In accordance with Home Land. Security — FEMA/NFIP Technical Bulletin 1 /August 2008 requirements for engineered openings in foundation walls, USA FLOOD /AIR FOUNDATION FLOOD VENT will allow for the automatic equalization of hydrostatic flood forces and pressure during flooding as well as for base 100 year flood or 1% chance of flooding in NFIP FIRM (Federal Insurance Rate Map) ".A" zone properties. Additional information to meet FEMA /NFIP requirements for flood venting can be found in TB -1 /August 2008. The International. Code Council (ICC) requires a minimum 3" diameter opening to be maintained during flooding to allow passage of debris through a flood vent. USA FLOOD /AIR FOUNDATION FLOOD VENT meets the regulation of Federal Emergency Management Agency's National Flood Insurance Program (44 C.FR 603 (c) (5)) and Flood Resistant Design and Construction (ASCE 24 -98). T do by certify th.e USA FLOOD /AIR FOUNDATION FLOOD VENTS openings are designed for installation in buildings to meet the FEMA, NFIP and ICC code requirements for the equalizing of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwater during floods up to and including the base (100 year) flood. USA FLOOD /AIR VENTS provide hydrostatic pressure equalization during a flood. Each vent will cover 250 square feet of enclosed building area as per FEMA, NFIP or ICC instructions and calculations. I further certify that the breakaway door releases under less than the required 20 lbs. of hydrostatic pressure. The vents must be installed with the l.on.g dimension horizontal and the installation must be in accordance with the manufacturer's printed instructions. Jason M. Conn, P.E. 16360 Trotter Lane Linden, MI 48451 810- 458 -4350 GA License No. PE033867 INTERNATIONAL CODE COUNCIL MEMBER City of Tybee Island • Community Development 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 3_ O /49 Date Requested / /// 3/43 Owner's Name //AI E Date Needed /1 I/41 I13 Gen. Contractor / )4,?» 7Xfk Subcontractor Contact Information Project Address Scope of Work Inspector Inspection Inspection Inspection /4M5 ,AUE L. Date of Inspection Pass ❑ Fail • Fe ce4 ezec PF �NU &&von /fil H Pass EI Fail ❑ Fee ,M t Pass ❑ •-�►J bvDfl GL /Mffrt l l 7 Fail F Fee Inspection el Pass 0 Fail it -''� pr %�.,,1/,�, . ..9„/,, , J.1 „Ifs /z,e., t)/C//.J, -4 vi= i:+."L77s, -/- ww /);,iG.. ,1/ /12'- Fee k) :a �l` :cS5e c: i �. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 INTERNAT!MAL CODE COUNCIL MEMBER Permit No. .% Li I `7 Date Requested } Owner's Name Date Needed Gen. Contractor k }f'1-h`=i'><=, -.Z- Subcontractor Contact Information y1 7 3 ,l i • i Project Address Lef 7' I Scope of Work Inspector Date of Inspection Inspection Pass Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: 10(35. LAL)7 / Release Date: /Dr Type of Release: Temporary Permanent Permit # /3'x /9 / Electrician: L' ' r 4 ithe_ f12 /G Phone # j,n 46/-65-74 Builder: %An ,4i2 � Phone # 7,70-rr 3ZI-7‘,4-5r Owner: /1411/t° Phone # Location Address: Type of Release: Electrician: Builder: Owner: Temporary Release Date: Permanent Permit # Phone # Phone # Phone # Planning and Zoning Jerris Bryant 912 - 472 -5033 Fax Transmission Result Rep, Page [1] of [1] Date/Time 10 -23 -2013 12:57 PM Model Name CLX -9352 Machine Serial Number Z94UB1ED500022H Linel City of Tybee Linel Name : 9127869539 Line2 is not available Line2 Name is not available Job Destination Start Time Duration Mode Job Type Page User Result 866 Georgia Power rele 10 -23 -2013 12:56 00'58" G3 H -Tx 1/1 LocalUser OK ase/18888514411 PM Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: ICC)5- ZgQR/6/ Release Date: /0 /2. //3 Type of Release: _ Temporary _ Permanent Permit # 13-D`117 / Electrician: LI r r A r //_h /G Phone •J"s L%1 $ Builder: %inn W4700/Pe- Phone# in ,2J-14615— Owner. /L Phone # Location Address: Release Date: Type of Release: _Temporary _ Permanent Permit # Electrician: Phone It Builder: Phone It Owner. Phone # Planning and Zoning Jerris Bryant 912472 -5033 H -Rx: Host Rx H -Tx: Host Tx M -S: Memory Save P -Rx: Poll Rx D -Tx: Delay Tx S -Rx: Secure Rx P -Tx: Poll Tx BC -Tx: BroadCast Tx =I■, INTERNATIONAL CODE COUNCIL MEMBER City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. .13- 7 ! 9 Date Requested did/ 1/3 Owner's Name Date Needed %iaa %/3 Gen. Contractor Mae /1i Subcontractor Contact Information Project Address /( 5� a.f.i.vidf Scope of Work 7,e/4/ (4-x.;67 .oaf- 7hpi/S Inspector Date of Inspection Inspection 114"-""7'-- il mot%=.. Pass 1=1 Fail j"Fee Y Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee 10- II -13 'T-k:5 is nu. .-0 Cflns +r✓c1-'0,..)r;vL, ;S inc.to d d �/� ` /� y City of Tybee Island, Georgia % K �, ?ern, :4- 13 - cD `ft Q A re- oid ie 912- 472 -5030 • Fax 912- 786 -9539 }1 j�i ;4 .4e 1 — no k- sabye' -+ APPLICATION FOR BUILDING PERMIT wc._ 444-. Property Address: /005 J a Gt —I PIN: 'O Q 2 SO -a0 "'d 0 Et/Single Family El Duplex ❑ Multi - Family units ❑ * Commercial unit(s) Check all that apply ❑ Discovery/Tearout El Footprint Changes ❑ additional square feet heated /cooled ❑ Demolition or Relocation El Other * A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site Plan Approval. Details of Project: �e !M OV e ( 8/1 cr' 1 GC 4-C VI 47 ?a- VCr � 3 12 e /crTh4 -F /oW/a ✓ors Estimated Cost of Construction: $ (materials + labor + profit/overaead) If applicable, attach a copy of the certified elevation ce ificate - d /or surve of the pro erty. Dep- ding upon the scope of the work, two sets of construction drawing and /or site plan Year Built: Listed on National Historic Re• ter • Buildings older than 50 years may be eligible to be lis may be eligible to take advantage of various tax incenti • Also see the Tybee Island Land Development Code Articl y be required. r locate d � ithin a :tional Histori - 1'strict? Y / N the Staf- N onal Register. With this designation, you ograms while preserving e heritage of Tybee Island. 4: Historic Preservati During construction: On -site restroom facilities will be provided through . Construction debris will be disposed by by means of . I understand that I must comply with zoning, flood damage control, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective actions that may be necessary to restore drainage i paired by this pef mitt e� construction. Date: /4-1/—/ Signature: Printed Name of Applicant: 4i_ cc/7 D. !) , Note: A permit normally takes 7 to 10 days to process. Processing time for a historic structure may be longer. Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager Signature Date FEES Permit Inspections Cap. Cost Rec. Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL Name Mailing Address Telephone Owner C/i Ve ' /e- Home: Cell: Architect or Engineer Office: Cell: Contractor // Dy/ / ,(40/5CA,0//1 i'' . gdY 76' 35 Office: �/ CeII: 7 7//-3 Et/Single Family El Duplex ❑ Multi - Family units ❑ * Commercial unit(s) Check all that apply ❑ Discovery/Tearout El Footprint Changes ❑ additional square feet heated /cooled ❑ Demolition or Relocation El Other * A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site Plan Approval. Details of Project: �e !M OV e ( 8/1 cr' 1 GC 4-C VI 47 ?a- VCr � 3 12 e /crTh4 -F /oW/a ✓ors Estimated Cost of Construction: $ (materials + labor + profit/overaead) If applicable, attach a copy of the certified elevation ce ificate - d /or surve of the pro erty. Dep- ding upon the scope of the work, two sets of construction drawing and /or site plan Year Built: Listed on National Historic Re• ter • Buildings older than 50 years may be eligible to be lis may be eligible to take advantage of various tax incenti • Also see the Tybee Island Land Development Code Articl y be required. r locate d � ithin a :tional Histori - 1'strict? Y / N the Staf- N onal Register. With this designation, you ograms while preserving e heritage of Tybee Island. 4: Historic Preservati During construction: On -site restroom facilities will be provided through . Construction debris will be disposed by by means of . I understand that I must comply with zoning, flood damage control, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective actions that may be necessary to restore drainage i paired by this pef mitt e� construction. Date: /4-1/—/ Signature: Printed Name of Applicant: 4i_ cc/7 D. !) , Note: A permit normally takes 7 to 10 days to process. Processing time for a historic structure may be longer. Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager Signature Date FEES Permit Inspections Cap. Cost Rec. Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL LEAD -BASED PAINT RRP RULES Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. After April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. Georgia Environmental Protection Division Lead -Based Paint and Asbestos Program (404) 363 -7026. Projects must be done by a Certified Lead Renovation Firm AND a Certified Renovator When disturbing lead -based painted or coated surfaces or components more than 6 ft2 per interior room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size. * * * * * * * * * * * * * * * * * * * ** Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos 8 Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. * * * * * * * * * * * * * * * * * * * ** BMPs While BMP deficiencies are not necessarily the fault of the owner or his agent, BMPs are their responsibility. Two areas of deficiencies are in the most basic and common BMPs; Co — Construction Exit and Sd1 — Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, Georgia Soil and Water Conservation Commission; http://www.gaswcc.orgiclocs/field_manual_4ed.pdf. Problems with the Co is not limited to the installation, but to material. The stone will be a representation of 1.5 " -3.5" stone or larger. Type A sediment barriers have been installed where Type C is required and shown on the permit drawings. 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 pests, •ost pacin• Type C or /� -//-/3 Sig ature for r ipt of Lead P , Asbestos, and BMP notices Date /i e/ y D. Printed Name C� City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. 3- UL iq Date Requested Owner's Name t- tat Date Needed Gen. Contractor k ' 41A Z Subcontractor Contact Information :IL Project Address 1 ()VS L, {�,.I Scope of Work S(-- Inspector ')/q Date of Inspection Inspection Pass Inspection Pass F�,l Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass o Fail ❑ Fee Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Navaik IhITERNATIONAL CODE COUNCIL MEMBER I _9• Date Requested Date Needed Gen. Contractor f1 .1Jf L;ca�.. Subcontractor Owner's Name A, Contact Information 1 1 Project Address Scope of Work Inspector Inspection Date of Inspection Pass ❑ Fail El Fee Inspection )&) � &T'3 A i� J ✓sJ� j``�rJ'� +� >� FR ►11 Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Pass Fail ❑ Fee Date of Inspection Inspection ? Pass ❑ Fail ❑ Fee ( -4-4, 0,3 -77A): Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee August 16, 2013 To the city of Tybee Island, MaJ This letter is to certify that the foundation survey performed by Whitley Reynolds dated July 19, 2013 meets the setback requirements for the city of Tybee Island. This survey also confirms that the foundation matches the site plan that was submitted to the city of Tybee Island for the building permit at 1005 Laurel Avenue, Tybee Island. Tim Ramaker Tim Ramaker Ramaker Coastal Homes 275 Proman Lane Fleming, GA 31309 (912) 321 -7645 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program In tant: Read the instructions on pages 1 ELEVATION CERTIFICATE OMB No. 1660 -0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name Tim Ramaker 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. 1005 Laurel Avenue 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 18, block 5, Garden Ward A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 32 deg 01.2140 min Long. W 80 deg 51.1910 min Horizontal Datum: ❑ NAD 1927 0 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) 842 sq ft b) Number of pemianent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b 1000 sq in d) Engineered flood openings? 0 Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage n/a sq ft b) Number 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 0 No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number Tybee Island 135164 B2. County Name Chatham B3. State GA B4. Map /Panel Number 13051 CO213F B5. Suffix F B6. FIRM Index Date 9/26/08 B7. FIRM Panel Effective /Revised Date 9/26/08 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 0 NAVD 1988 ❑ Other /Source: 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) C1. Building elevations are based on: ❑ Construction Drawings* 0 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. In Puerto Rico only, enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.6 0 feet ❑ meters b) Top of the next higher floor 17.8 0 feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) n /a. ® feet ❑ meters d) Attached garage (top of slab) n /a. 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building n /a. ® feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.0 0 feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 8.1 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support n /a. 0 feet ❑ meters 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. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑ No ❑ Check here if attachments. Certifier's Name J. Whitley Reynolds Title Land Surveyor Company Name License Number 2249 Address 636 - phens. Avenue City Savannah State GA ZIP Code 31405 Signature Date 8/29/13 Telephone 912 - 352 -0464 A Form 1J 0 -33 (7/12) See reverse side for continuation. r eplaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the coriesponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1005 Laurel Avenue City Tybee Island State GA ZIP Code 31328 FOR INSURANCE COMPANY USE Policy Number: 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 This building has 4 engineered flood openings rated for 250 square feet each. Signature Date 8/29/13 SECTION E — BUI • ING 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. E1. 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 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—G10. In Puerto Rico only, enter meters. 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 —G10) 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 budding: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. 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. Route and Box No. 1005 Laurel Avenue Policy Number: City Tybee Island State GA ZIP Code 31328 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Front View August 29, 2013 FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1005 LaurelAvenue City TYbee Island State GA ZIP Code 31328 FOR INSURANCE COMPANY USE Policy Number: 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Rear View August 29, 2013 FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. (ooS lavr /e.} 4,1d- ifs eL/o,_---L; s2,-, SU r,, re,. FA. c vi(0 1 ?- (e _! s a m a. tic( 40 City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. I '. " j7 1 i Date Requested W ` 2 - 13 Owner's Name H 0 e.) Date Needed q' `1 - i 3 r - Gen. Contractor k 0 rr.‘a ker. Subcontractor Contact Information Project Address Scope of Work Inspector 1 f (64 .�� Lcird ie. euJ Inspection 'I J �\"‘ Inspection - f ) Date of Inspection krvao:)d (4t Pass Fail A 1,4/9 & f9. c-} A eG. //AL ;y. Passaif' :. �` Fee Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 Fax 912.786.9539 NTERNATiAAL CODE COUNCIL MEMBER Permit No. /3-04/ Date Requested C ''/' 1/3 Owner's Name 1-14 L 6 Date Needed a /413 / i 3 Gen. Contractor P } / /Y1 fik' fh Subcontractor Contact Information 1 I .v.21'" 71 X45 Project Address /0 0 5 1 , 1 C_.. Scope of Work / v F Inspector Date of Inspection Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. Owner's Name City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 13 -a�iy idith Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection /'i Date Requested 07/g 3//. Date Needed Q 7/o24//3 Subcontractor JL-111 / 005' 4.0id A?) 3 I:- maga INTERNATI3NAL CODE COUNCIL MFMRFR Date of Inspection Inspection Inspection Inspection Pass `Fail El Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee HSA ENGINEERS & SCIENTISTS A member of the CRA Family of Companies July 17, 2013 Professional Concrete Finishing P O Box 573 Glennville, GA 30427 Attention: Mr. Felix Akc ffo HSA Engineers & Scientists (HSA) has performed general testing for the referenced project. Density test results for the referenced pad and footings at the time of testing and at the specific Locations tested indicate that the subgrade soils were compacted in accordance with the project specifications. Project Name: Professional Concrete Finishin Project No.: 410- 7642 -01 Test No. Location of Test Level of Test Field Moisture % Field Density Ib. /cu.ft. Optimum Moisture % Maximum Density lb /cu.ft. % of Maximum Density % Required Pa5s/ Fail Date: July 17, 2013 1005 Laurel Avenue, Tybee Island, GA Permit # 13 -0419 1 Northwest Corner Pier Footing Footing Subgrade 8.7 94.7 13.1 101.9 98 95 Pass 2 Southeast Corner Continuous Footing Footing Subgrade 8.2 99.0 13.1 101.9 97 95 Pass 3 North Center of Pad Subgrade 6.9 99.4 13.1 101.9 97 95 Pass 4 South Center of Pad Subgrade 8.1 98.9 13.1 101.9 97 95 Pass Sincerely, HSA Engineers & Scientists ,19.41/de' David L. Tunstall Construction Services Manager Sean M. McCubbins, LEED`" AP Managing Principal www.hsa - env.com 1510 -A Drayton Street / Savannah, Georgia 31401 Tel: (912) 235 -3021 / Fax: (912) 235 -3023 Locations throughout the Southeastern United States Client Focused Solution Oriented Quality Driven Jerris Bryant From: Thompson, Shannon L. <SThompson @hsa- env.com> Sent: Friday, July 19, 2013 9:06 AM To: Jerris Bryant Subject: 1005 Laurel Avenue - Density Test Report Attachments: 1005 Laurel Avenue - Density Test Report.pdf Attached is a density report for Laurel Avenue. Please call us at 912 - 235 -3021 if you have any questions. Shannon L. Thompson Administrative Assistant P: 912.235.3021 F: 912.235.3023 HSA Engineers & Scientists 1 www.hsa - env.com Client Focused I Solution Oriented » INC Magazine:: INC 5000 (2007, 2009, 2010, 2011, 2012) » Tampa Bay Times Top Workplaces:: (2010, 2012, 2013) » Florida Trend Magazine Best Places to Work For:: (2009, 2011) » GE News Best Environmental Firms to Work For:: (2008) » Zweig White Hot Firm:: (2007, 2010, 2011, 2012) Quality Driven Please consider the environment before printing this e-mail. NOTICE OF CONFIDENTIALITY: This e -mail and any attachments may contain privileged, confidential, copyrighted, or other legally protected information. If you are not the intended recipient, you may not use, copy, or retransmit this e -mail. If you have received this by mistake please notify the sender by return e -mail, then delete. Aim IITERft4 ors,i CODE COUNCII MEMBEF City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. Date Requested Date Needed Subcontractor Owner's Name Gen. Contractor Contact Information Project Address Z Scope of Work N)) I !=- Inspector Inspection -z. Date of Inspection Pass El Fail ❑ Fee 1-4-rt. 4-1-zizA- Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee 0 City of Tybee Island Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Rawl, INTER A IO ,:L CODE COUNCIL MEMBER Permit No. " /3- 0149 Date Requested o 774//3 Owner's Name a.144 Date Needed o/ 7/ /"3 Gen. Contractor ! .1 Subcontractor Contact Information 4-ri r401 /- 7 5 Project Address /00 C /7.4/4d Scope of Work ci7e.0J $[ Inspector Date of Inspection Inspection Pass D Fail Q Fee r. _ sa..- —A— Inspection eTati 1' 4/ C..." Pass Fail I--I Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee .HS ENGINEERS & SCIENTISTS 57 -C Sheridan Park Circle • Bluffton, SC 29910 Phone (843) 815 -5120 • Fax (843) 815 -5121 FIELD DENSITY WORKSHEET (PRELIMINARY) Project Name: 1 cs c, �_ , _r r •c ` J . v v , Client: P , Project No.: L 1 n — ? tp (-1( Test No. Location Depth /Elev. Contractor: 1 -Q*-119 Total Sample Wts. Date: Technician: Wet Wt. Soil Wet Wt. PCF Moist Dry Wt. PCF Proctor Opt. Moist. Compaction ova Req'd Pass /Fail 1 3 to w t. r-.a i c- S -S 08.4 0.3 1a(o -°I 1 i2o nS� ' ss 9 `"i, .°). 4 1 C) t 9 gs Io1.c) 3.1 7 Mold Wight / Volume Factor: / Test Locations Established By _ Contractor _ Technician Elevatiot Referenced To: __ + From Top of Pipe _ F/G = Finished Grade _ Survey _ Estimation - From Finished Grade S/G = Subgrade ion Established By Survey _ Estimation )s, Other ',� \, _ Copies To: HSA Engineercienti�s s� .HSA ENGINEERS & SCIENTISTS 57 -C Sheridan Park Circle • Bluffton, SC29910 Phone (843) 815 -5120 • Fax (843) 815 -,5121 FIELD DENSITY WORKSHEET (PRELIMINARY) Project Project Name: Client: Date: t . j No.: Contractor: Technician: ! r, . 1i Test No. Location Depth /Elev. Total Sample Wts. Wet Wt. Soil Wet Wt. PCF % Moist Dry Wt. PCF Proctor Opt. Moist. % Compaction % Req'd Pass /Fail Mold Weight / Volume Factor: Elevation Referenced To: _ + From Top of Pipe _ F/G = Finished Grade - From Finished Grade _ S/G = Subgrade Other Copies To: Test Locations Established By Elevation Established By Contractor Survey Survey Technician Estimation Estimation HSA Engineers & Scientists YATES -ASTRO TERMITE & PEST CONTROL CO. P.O. Box 23313 Jag WU M 0. DER CEO SAVANNAH, GEORGIA 314U3 (912) 651 -9000 DATE OF ORDER 15 t a 01,E CUSTOMER'S ORDER NO. PHONE CHILDREN, OTHER PERSONS, OR TOTAL LABOR MECHANIC HELPER PETS INTO TREATED AREA STARTING DATE / / BILL Tom UNTIL SPRAYS ARE DRY TAX ORDER TAKEN BY DATE COMPLETED / / ADDRES al 'clUmc2,LN ( '8 `^ /� ` 'tJ $ ❑ CONTRACT K ❑ CONTRA ❑ EXTRA CITY D m I rc GI-' 1 (1ci JOB NAME AND LOCATION yb i �J l \�v °✓ J :iIE -7 CO l� c DESCRIPTInN Q. FEET: LINEAR FEET BLOCK VOIDS: LINEAR FEET INSIDE TRENCH: LINEAR FEET FOOTERS: �c) TREAT ** GAL. USED: GAL. USED: GAL. USED: GAL. USED: TOTAL GALS. DEPTH OF FOOTER INSIDE: 1 2 3 4 DEPTH OF FOOTER OUTSIDE: CRAWL: TYPE OF SLAB: CHEMICAL USED: TECHNICIAN(S): TARGETED PEST: SUBTERRANEAN TERMITES RENEWAL: SLAB: ,615 DO NOT ALLOW RESIDENTS, TOTAL MATERIALS CHILDREN, OTHER PERSONS, OR TOTAL LABOR PETS INTO TREATED AREA UNTIL SPRAYS ARE DRY TAX DATE COMPLETED / / WORK ORDERED BY TOTAL AMOUNT $ ❑ No one home ❑ Total amount due for above work; or Signature I hereby acknowledge the satisfactory completion of the above described work. ❑ Total billing to be mailed after completion of work IMO MI Milk Uvula �yrERPAT,:,!it,t CODE COUNCIL MEMBEI7 Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 - o'7 / Date Requested 7745//3 Owner's Name If3 L� Date Needed 7/161.3 Gen. Contractor 4)m4 /(F Subcontractor Contact Information ii' °: 3J/-174.5 Project Address /005 2/gUiea, Scope of Work jt/etd 5C Inspector Inspection r Pass Date of Inspection m Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee TX Result Report P 1 07/16/2013 12:00 Serial No. CM35228060004 TC: 411902 Destination Start Time Time Prints Result Note 18888514411 07 -16 11:59 00:00:52 001/001 OK Note MR: 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. : BulletPinC1SIP 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, LOVR:Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1-888-74-8-6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: 1f:,e7S Z.4vrlJ --t =.c.re Type of Release: 1/ Temporary Permanent Electrician: Phone # Release Date: Permit # Builder: ,/, %�yti�J ✓�� Owner: Phone # Phone # Location Address: Release Date: Type of Release: Temporary Permanent Permit It Electrician: Phone # Builder: Phone # owner: Phone # Planning and Zoning Jerris Bryant 912 - 472 -5033 DATE ISSUED: 07 -2 -2013 WORK DESCRIPTION WORK LOCATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF 1005 LAUREL AVE OWNER NAME CLIVE HALE ADDRESS 4820 TURNIPTOWN RD CITY, ST, ZIP ELLIJAY GA 30536 PHONE NUMBER CONTRACTOR NAME RAMAKER COASTAL HOMES ADDRESS 275 PROMAN LANE CITY STATE ZIP FLEMING GA 31309 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1475 OCCUPANCY TYPE P TOTAL FEES CHARGED $3,058.20 PROPERTY IDENTIFICATION # PIN #4- 0026 -06 -009 PROJECT VALUATION $147,500.00 PERMIT #: 130419 TOTAL BALANCE DUE: $3,058.20 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: .4 4,d P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND Application for 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 Required submittals: .f sets building plans 1 copy REScheck or COMcheck ise' 1 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 # 020 Street address /C)OS / OS A,4 L A- VIA\A E NAME PIN # 4- CWV.- 010-001 MAILING ADDRESS PHONE Owner Cites V,cic., li/ -L.E 46 art Tv, R t,.a i-vi v w r.! 1k b . EL OA i CI' A 3 OS 3 Hom -7i^ 0 .a.-/ 6, -(0eo / cell: 6q`2) 708- -j Architect or Engineer (ae L i2ESt-1)E Tti &. `13ES 1 (TO tSG-P4wvbca. gig' 16 R" S4-4--A 91LHMv " 4- ALL C Office: Contractor / RAdhAKc� ®N -OMCS 9'15 ?2t' `hfl'N CA.,uc f EM%&AA C-,A .313 ©q Office cell: i� ��I - %�r�� Check all that apply: j New Construction Residential ❑ Other ❑mingle Family ❑ Duplex ❑ Multi - Family units S_d` S 'DtA 0,,1 ❑ Commercial Details of project: +\) 0,61Q 3 19--k-11/4-t- To 'kJ Estimated cost of construction: $ /Li 5r) C3 A copy of the contract may be requested. Construction type: i (select appropriate number below) 1. wood frame 3. brick veneer 5. steel & masonry 2. wood & masonry 4. masonry 6. other: Lot area L{SOO sq. ft. # buildings 1 # units / # floors / # bedrooms 3 # bathrooms # of egresses a An elevator is not an accepted means of egress. 1 '1 Height°, , 8 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 11-1-7 S Flood Zone A6 (AE or VE) 1 ,� Base Flood Elevation 1 a 0 Design Flood Elevation (BFE + 1 -foot) - As -built setbacks: Front -0 Rear i 0 Sides (L) l 0 (R) i U Total driveway(s) width feet # of openings I Culvert? k1 6 Swale? itd, c� Number of off - street parking spaces 7 Number of trees to be removed 0 A separate tree removal permit is required. 1 2/28/2013 During construction on -site restrooms will be provided by 6 1 U ` J 0 Al Construction debris will be disposed by J &S M 7 by means of cww\ ps,c4Q Section 22 -169 — When active work ceases on the project for the day a SECURE COVER shill 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 ordinances, FEMA regulations, and all other applicable 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. I 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/place 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. A permit normally requires 7 to 10 business days to process. Signature of applican Printed name: ` A KF&. Date: Zoning District 1— '13 Approved zoning action? Verified street address The following will be completed by City of Tybee Island personnel. Flood Zone BFE l DFE 1� tv /l\ New If new, has it been reported to MPC, CRC, etc.? Number of egresses? 2. Average adjacent grade r7 • 3 feet Drainage and Erosion Control plans approved? Approval Building Official Water /Sewer Public Works Fire Chief Planning & Zoning Existing Signature / ?, i,vvu fi- Date Cf -f r1 -2 -r3 2 rr (o -6 -13 FEES Permit Inspections _ Water Tap " CC Recovery Sewer Stub Aid to Construction Engineering Cof :GS Plan deposit refund TOTAL `7.24 The following deficiencies are the most common 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 most common areas of deficiencies are for the two most basic BMPs on projects: Co — Construction Exit Sd1 — Sediment Barrier Correct installation information can be found in the Green Book and in the Field Manual for Erosion and Sediment Control in Georgia, which is available at: http: / /www.gaswcc.orq /docs /field manual 4ed.pdf. The Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O. Box 8024, Athens, Georgia, 30603. The telephone number is 706.542.3065. Their website is: http://qaswcc.qeorqia.qov/. Also see pages 9 through 12 of this packet. Attention to the Construction Exit is not limited to the installation, but must also include the material. Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the Construction Exit. Type A sediment barriers are not allowed where Type C is required as shown on the approved permit drawings. 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, etc. Past violations have resulted in: 1) Sediment discharge from the site which causes unsightliness, inconvenience to others, unnecessary cleanup, and Violation Notices. 2) Increased maintenance efforts by the Department of Public Works on downstream lines. 3) Due to item 2, higher costs to island taxpayers. While these deficiencies are not the only ones, they are the most common. Heeding the above cautions should result in fewer infractions. Downer Davis City of Tybee Island Consulting Engineer SIGNATURE OF ACKNOWLEDGEMENT Signature of contractor: Printed name: 3 February 2013 Date: Arv2...„ 3, d 0 17 Street address of project CITY OF TYBEE ISLAND P.O. Box 2749 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 - Fax 912.786.9539 Water Tap and Sewer Stub Application I OS l AukpEt Auk Plumbing company (.11A C; Q 44 C��AftcA- L Plumbing contact person & phone numbers SSC.) ;ifvj rrU A bE:zLJ p0b office ` ' cell Name of property owner(s) C Live- <_ U' 1 c 14.E As A-( E Phone numbers of property owner(s) (11 o(0) 'WA - Cjt) 30.5- ".1`161.., office cell Details of project 14 -7s* ' S£).e./0-t. 4. 110 /YU_ r -Q.t.1 CO 1.S- 'Cg_t_A C' T p AJ Residential v/ Commercial Enter the required number of water taps /meters and sewer stubs: WATER TAP /METER SEWER STUB Number Meter Number Stub of Taps Size of Stubs Size 1 3/4" / 4" 1" 6" 1 -1/2" 8" 2" Unauthorized use of water prior to installation of a water meter is prohibited. Installation of lines and meters are the responsibility of the owner /contractor. Contact the Water /Sewer Department at 912.472.5051 for line and tie -in locations and for inspections. Contact the Planning & Zoning Department at 912.472.5030 to arrange for water meter pick up. It is the responsibility of the owner to establish a water /sewer account with the City. An application and deposit are required. Contact 912.472.5025. -�- ,At--)CA Signature of owner: Printed name: c-1 F A-- r 1 Signature of contra or: Printed name: 21MAKCiL ( 4 Date: Date: to 3-D13 A SEPARATE PERMIT IS REQUIRED FOR INFRASTRUCTURE ALTERATIONS 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 separate 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. Will the proposed project at fb ©5 require an infrastructure alteration permit? street address of project ❑ Yes L3Ado Description of alteration: A site plan must be provided illustrating the planned alteration. 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 obtain a separate permit prior to performing any alteration in accordance with these provisions. Signature of contractor: ,� Date: (,/ 3 — )1)13 Printed name: (PA-A-o- rriZ 5 CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: /00.S. LA- LAlLe A- .& This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned 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 furnished and/or occupied. The owner and contractor are 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 may be revoked as circumstances dictate. ALL electrical wiring, service included, must be COPPER. NO aluminum allowed. Section 9- 050(8) Means shall be provided to disconnect all conductors from the service - entrance conductors. NEC 230.70 State Energy Code Affidavit 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 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 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 (building and site) have been approved. SIGNATURES for Temporary Electrical Service and State Energy Code AFFIDAVITS Signature of owner$ Date: - c 0 t Printed name: t-E'€r t; -L Signature of contracto Printed name: 6 Date: 6, Subcontractor List Street address of project: ! 0 Os' L A∎A ZE — /61- vi 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. 1. Company NJ or),(t CL)fry --r6 El( `) Address '»a 10 A- h}wy ijt, rPe/-1 L.R.o .t Contact person ge \A.•V ( S o ,J' 2. Company C LARZK,c SErcviu4J Business type !T V,/4 C CeII number (4,b3— -ADDL./ k/ Office number 141 J/0-7 Business type 9i 'Z 31 Z D9�1 4' 3 Address e- 0 , Da 2..t_ )f L (f CeII number F Contact person 3c AMY 0 ,kR..ILE Office number 3. Company Address Q I ui /V ESA S_ C _ Contact person 3, p,poeS 4. Company A,'>e2wOUp ‘41 ek.A00 Address P p i ,J i CvN- Contact person SO_JJ„ki ° Ut btv.,OTn 5. Company G 'J J \ RCS Address P. o L 3 1 ?Go J.v- Contact person s 14y 6. Company ti f 4) tUUC 1 1 Address /hi) L Atartm gni,14,64, 6/9 3132, Contact person Business type f ',4'n,,ICJ CeII number ('11) aL1-j Office number Business type {p(,- -tb,�,a CeII number ?I3 - a47 _ aka Office number Business type 1.15i J A110 CeII numbekl rj 601 770 Office number glib 9 3oD1 Business type CeII number Office number 657-45-71 Attach additional sheets if needed. 7 8- A RECOMBINATION OF LOTS 6,7 & 8 trl '7 C.L.F.P. ON CORNER m —e P.R.B. 16P -63 S 79'55'00" E 50.00' 0.H.P.L. WOOD PRIVACY FENCE —.- 17 5.25'b?` A y CHAIN LINK FENCE S 79'54'03" E z 99.93' cot- R.B.F. WITH CAP STATE OF GEORGIA CHATHAM COUNTY PLAT OF LOT 18, BLOCK 5, GARDEN WARD, TYBEE ISLAND, GEORGIA, KNOWN AS No. 1005 LAUREL AVENUE. FOR: CLIVE HALE & VICTORIA A. HALE 1 REFERENCES: D.B. 374Y -167 & MAP BY PERCY SUGDEN DATED 7/20/28. LEANING R.B.F. 0 C.L.F.P. = 0.H.P.L. = R.B.F. = D.B. = CHAIN LINK FENCE POST OVERHEAD POWER LINE 1/2" REBAR FOUND DEED BOOK EXISTING ONE STORY FRAME RESIDENCE ON PIERS 50.00' -� N 79 °55'00" W R.B.F. rah xA x co- co- LAUREL AVENUE 60' R/W co- o/-- EDGE OF ASPHALT CD- POLK STREET 60' NOTE: ACCORDING TO 'FIRM' 13051CO213F DATED 9/26/08 THIS SITE IS IN AN 'AE -11' FLOOD ZONE. DATE OF SURVEY: APRIL 19, 2013 DATE OF PLAT: APRIL 23, 2013 IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED E.O.C. FIELD < ERROR /POINT ADJ. METHOD NONE E.O.C. PLAT 1/ INF. TOTAL STATION TRIMBLE 5603 SCALE: 1 "= 20' 0' 20' 40' BERT BARRETT, JR. LAND SURVEYING, P.C. 145 RUNNER ROAD SAVANNAH, GA. 31410 (912) 897 -0661 PROJEC T \02043 4-23-13 REScheck Software Version 4.4.3 Compliance Certificate Project Title: Ramakerl Residence Energy Code: Location: Construction Type: Building Orientation: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: Lot #18 1005 LAUREL AVENUE Tybee Island, GA 31328 2011 Georgia State Minimum Standard Energy Code Tybee Island, Georgia Single Family Bldg. faces 135 deg. from North 14% 1851 2 Owner /Agent: Tim & Sarah Ramaker 275 Proman Lane Fleming, GA 31309 912 -321 -7645 tramaker64@hotmail.com Designer /Contractor: Gail Lemonds G &L Residential Designs, Inc 150 Thunderbird Dr Suite 305 Richmond Hill, GA 31324 912 - 756 -6751 glemonds @glresidentialdesigns.com Compliance: Passes using UA trade -off Compliance: 39.7% Better Than Code Maximum UA: 496 Your UA: 299 Maximum SHGC: 0.30 Your SHGC: 0.28 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. Assembly Gross Cavity Area or R -Value Perimeter Cont. Glazing UA R -Value or Door U- Factor Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Front Window 3: Vinyl Frame:Single Pane SHGC: 0.28 Orientation: Front Door 1: Solid Orientation: Front Window 1: Vinyl Frame:Single Pane SHGC: 0.28 Orientation: Front Window 2: Vinyl Frame:Single Pane SHGC: 0.28 Orientation: Front Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Back Window 4: Vinyl Frame:Single Pane SHGC: 0.28 Orientation: Back Window 5: Vinyl Frame:Single Pane SHGC: 0.28 Orientation: Back Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Right Side Window 8: Vinyl Frame:Single Pane SHGC: 0.28 Orientation: Right Side Window 6: Vinyl Frame:Single Pane 1475 1475 1475 275 4 20 36 18 275 18 14 465 10 36 19.0 19.0 19.0 13.0 19.0 19.0 19.0 13.0 19.0 19.0 13.0 13.0 37 38 38 10 0.290 1 0.310 6 0.310 11 0.310 6 7 0.310 6 0.310 4 17 0.310 3 0.310 11 Project Title: Ramakerl Residence Report date: 06/05/13 Data filename: \ \MYNETN900C \Public \Rescheck \Ramaker - 1005 LAUREL AVENUE (HALE JOB).rck Page 1 of 6 SHGC: 0.28 Orientation: Right Side Window 7: Vinyl Frame:Single Pane SHGC: 0.28 Orientation: Right Side Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Left Side Window 10: Vinyl Frame:Single Pane SHGC: 0.28 Orientation: Left Side Window 11: Vinyl Frame:Single Pane SHGC: 0.28 Orientation: Left Side Window 9: Vinyl Frame:Single Pane SHGC: 0.24 Orientation: Left Side Crawl 1: Wood Frame Wall height: 7.0' Depth below grade: 0.0' Insulation depth: 0.0' Inside below -grade depth: 0.0' 18 0.310 6 465 13.0 13.0 16 36 0.310 11 18 0.310 6 19 0.310 6 132 0.0 0.0 59 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 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Lerncrd5 610 /// /3 Name - Title Signature Date Project Title: Ramakerl Residence Report date: 06/05/13 Data filename: \ \MYNETN900C \Public \Rescheck \Ramaker - 1005 LAUREL AVENUE (HALE JOB).rck Page 2 of 6 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2011 Georgia State Minimum Standard Energy Code Location: Tybee Island, Georgia Construction Type: Single Family Building Orientation: Bldg. faces 135 deg. from North Glazing Area Percentage: 14% Heating Degree Days: 1851 Climate Zone: 2 Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R -19.0 cavity + R -19.0 continuous insulation Comments. ❑ Ceiling 2: Flat Ceiling or Scissor Truss, R -19.0 cavity + R -19.0 continuous insulation Comments- Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall, R -13.0 cavity + R -13.0 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments. ❑ Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity + R -19.0 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.:Not Attic Kneewall, R -13.0 cavity + R -13.0 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.:Not Attic Kneewall, R -13.0 cavity + R -13.0 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments. Windows: ❑ Window 3: Vinyl Frame:Single Pane, U- factor: 0.290, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 1: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments- ❑ Window 2: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 4: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 5: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Project Title: Ramakerl Residence Report date: 06/05/13 Data filename: \ \MYNETN900C \Public \Rescheck \Ramaker - 1005 LAUREL AVENUE (HALE JOB).rck Page 3 of 6 Comments. ❑ Window 8: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 6: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 7: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 10: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 11: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 9: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.24, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. Doors: ❑ Door 1: Solid, U- factor: 0.310 Comments. Floors: ❑ Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R -19.0 cavity + R -19.0 continuous insulation Comments. Floor insulation is installed in permanent contact with the underside of the subfloor decking. Crawl Space Walls: ❑ Crawl 1: Wood Frame, 7.0' ht / 0.0' bg / 0.0' ext. insul / 0.0' inside bg depth, R -0 (uninsulated) Comments. Wall insulation is permanently fastened to the wall and extends downward from the floor to within 9 inches of the finished interior grade adjacent to the foundation wall. A 3 inch inspection /view strip immediately below the floor joists is provided to permit inspections for termites. Exposed earth in unvented crawl space foundations is covered with a continuous vapor retarder. All joints of the vapor retarder are overlapped by 6 inches and are sealed or taped with edges extending at least 6 inches up the stem wall and securely attached. Solar Heat Gain Coefficient: ❑ 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, gasketed, 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 /doorjambs and framing. ❑ 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. ❑ Access doors separating conditioned from unconditioned space (e.g., attic, unconditioned basements and crawlspaces) are weather - stripped and insulated (without insulation compression or damage). Where loose fill insulation exists, a wood framed or equivalent baffle is installed to maintain insulation application. Required insulation values are as follows: Project Title: Ramakerl Residence Report date: 06/05/13 Data filename: \ \MYNETN900C \Public \Rescheck \Ramaker - 1005 LAUREL AVENUE (HALE JOB).rck Page 4 of 6 (1) Hinged vertical doors have a ma: " -um U- Factor of U -0.2 (R -5 minimum) (2) Hatches /scuttle hole covers haw. - maximum U- Factor U -0.05 (R -19 minimum) (3) Pull down stairs have a maximum U- Factor of U -0.20 with a minimum of 75 percent of the panel area having R -5 minimum insulation ❑ Where air permeable insulation exists in vented attics, baffles are installed adjacent to soffit and eave vents. A minimum of a 1 -inch of space is provided between the insulation and the roof sheathing and at the location of the vent. The baffle extends over the top of the insulation inward until it is at least 4 inches vertically above the top of the insulation. ❑ 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: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ 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. ❑ Insulation R- values, glazing U- factors, and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R -8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R -6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply or retum ducts. All supply and return ducts are lined with metal, flex duct, ductboard or other material approved in section M1601 of the IRC. 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, filter 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 1/2 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). ❑ 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 88.5 cfm (6 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (PCT; including air handler enclosure): Less than or equal to 177.0 cfm (12 cfm per 100 ft2 of conditioned floor area). (3) Postconstruction leakage to outdoors test (PCO): Less than or equal to 118.0 cfm (8 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ Where the primary heating system is a forced air - furnace, at least one programmable thermostat is installed to control the primary heating system and has set - points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric- resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ 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 Hot 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: Project Title: Ramakerl Residence Report date: 06/05/13 Data filename: \ \MYNETN900C \Public \Rescheck \Ramaker - 1005 LAUREL AVENUE (HALE JOB).rck Page 5 of 6 Q' HVAC piping conveying fluids abov, '05 degrees F or chilled fluids below 55 degrees F ar' -sulated to R -3. Swimming Pools: Li Heated swimming pools have an on /off heater switch. Li Pool heaters operating on natural gas or LPG have an electronic pilot light. LJ 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 - recovery systems. Li 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. Lighting, Power, Mechanical Requirements: Q' A minimum of 50 percent of the lamps in permanently installed lighting fixtures are controlled with an occupancy /vacancy sensor or automated lighting control system, or can be categorized as one of the following: (a) Compact fluorescent (b) T -8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 Q' Power attic ventilators are not permitted to be connected to the electric grid. Solar- powered attic ventilators are allowed. Li Central HVAC system does not use electric resistance as the primary heat source. Exceptions: Alterations of 50% or less of the original conditioned floor area in dwellings originally permitted after January 1, 1996. Alterations to dwellings originally permitted before January 1, 1996. Other Requirements: Q' 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 precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c'). Certificate: Li 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 list 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 label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Ramakerl Residence Report date: 06/05/13 Data filename: \ \MYNETN900C \Public \Rescheck \Ramaker - 1005 LAUREL AVENUE (HALE JOB).rck Page 6 of 6 2011 Georgi State Minimum Energy Code Insulation Rating R -Value Ceiling / Roof Wall Floor / Foundation Ductwork (unconditioned spaces): 38.00 26.00 38.00 Glass & Door Rating U- Factor SHGC Window Door 0.31 0.31 0.28 NA Envelope Tightness Test Results CFM50 Total Conditioned Volume ACHN DET Verifer (Name /Phone) Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: HVAC Loads Heating Load Sensible Cooling Load Latent Cooling Load Total Air Handler CFM Load Calcs by (Name /Phone) Duct Tightness Test Results Test Type (PCO, PCT, RIT) CFM25 Floor Area Served (s.f.) Test Result( %) DET Verifer (Name /Phone) Builder /Design Professional: Date. Comments: 8 -A RECOMBINATION OF LOTS 6,7 & 8 '76 tri C.L.F.P. ON CORNER b 6� a o O 0) WOOD PRIVACY FENCE -- 17 P.R.B. 16P -63 S 79'55'00" E 50.00' 0.H.P.L. CHAIN LINK FENCE 15.25?` 11 6 W 8 'b• 1 PORCH ti 8 EXISTING ONE STORY FRAME RESIDENCE ON PIERS REFERENCES: D.B. 374Y -167 & MAP BY PERCY SUGDEN DATED 7/20/28. LEANING R.B.F. >1 5.71 S 79'54'03" E 99.93' R.B.F. WITH CAP STATE OF GEORGIA CHATHAM COUNTY 1 x— 0 N 79 °55'00" x 1• R.B. LAUREL AVENUE 60' R/W F. C.L.F.P. = CHAIN LINK FENCE POST 0.H.P.L. = OVERHEAD POWER LINE R.B.F. = 1/2" REBAR FOUND D.B. = DEED BOOK 19 100.00' EDGE OF ASPHALT POLK STREET 60' R/W NOTE: ACCORDING TO 'FIRM' 13051CO213F DATED 9/26/08 THIS SITE IS IN AN 'AE -11' FLOOD ZONE. PLAT OF LOT 18, BLOCK 5, GARDEN WARD, TYBEE ISLAND, GEORGIA, KNOWN AS No. 1005 LAUREL AVENUE. FOR: CLIVE HALE & VICTORIA A. HALE DATE OF SURVEY: APRIL 19, 2013 DATE OF PLAT: APRIL 23, 2013 IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED E.O.C. FIELD < ERROR /POINT ADJ. METHOD NONE E.O.C. PLAT 1/ INF. TOTAL STATION TRIMBLE 5603 SCALE: 1"= 20' 0' 20' 40' BERT BARRETT, JR. LAND SURVEYING, P.C. 145 RUNNER ROAD SAVANNAH, GA. 31410 (912) 897 -0661 PROJECT \02043 4 -23 -13 CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328 -2749 Ph (912) 786 -4573 FAX (912) 786 -5832 Vendor #: 01- 002055 Issued to: DAVIS ENGINEERING, INC P 0 BOX 1663 TYBEE ISLAND, GA 31328 F.O.B. Point - Tybee Island, GA PUA I CHASE ORDER PO Number: 14 -23328 This number must appear on all related correspondence, shipping papers and invoices. Date: 07/08/2013 Requisition # : 14 -23328 Ship to: CITY HALL 403 BUTLER AVENUE TYBEE ISLAND, GA 31328 Terms - Net 30 days LINE UNITS DESCRIPTION PRICE AMOUNT 1 0.00 Eng - 1005 Laurel Ave Davis Engineering, Inc. 07/01/2013 for $350.00. Laurel Avenue. Purchase Order void after 90 days. 100 - 7220 -52 -1203 invoice #21303501 dated Engineering for 1005 0.00 350.00 Special Instructions: I agree to provide the items /services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date TOTAL 350.00 Authorized by For the City of Tybee Island Date DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.comt July 1, 2013 Invoice # 21303501 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 RE: 1005 Laurel Avenue June 7 July 1, 2013 1.5 hours 0.5 Phone (912) 786 -4573 Fax: (912) 786 -9539 Plan review Plan review and concurrence 2.0 hours @ $175 /hour = $350.00 Total Due This Invoice -Po /4- 33.4 Dianne Otto From: Downer Davis [dkdbus ©gmail.com] Sent: Tuesday, July 02, 2013 10:32 AM To: Dianne Otto Subject: Re: FW: priority #1 Diane, I'll accept the Co- Construction exit design with the sweeping condition, if you'll help me with monitoring it. As you pass by it daily and I can swing by often, we should be able to detect if sediment is not being controlled onsite. If the Co has to be installed, I feel the location over the large tree roots is not appropriate. We'll involve Joe at such time as a Co is deemed necessary. ✓ I could not find the downspout note, agreement, whatever.... but if Mark will simply acknowledge turning it we're done with the review phase. 0 et pt a h Downer On Tue, Jul 2, 2013 at 8:30 AM, Dianne Otto <Dotto@cityoftybee.org> wrote: Good morning, Downer. Below and attached are Mark Boswell's responses to your comment letter for 1005 Laurel Avenue / Hale / Tim Ramaker. That letter is also attached. If you want hard copies of any of these let me know. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Mark Boswell [mailto:Iahbos @bellsouth.net] Sent: Monday, July 01, 2013 5:47 PM To: Dianne Otto Subject: Re: priority #1 this should take care of the remaining issues on C3. - added alternate Co - note to use existing drive as Co is on C3, C4 and C5 1 From: Dianne Otto <Dotto(aicityoftybee.orq> To: "'Iahbost bellsouth.net "' <lahbos(a,bellsouth.net> Cc: 'Downer Davis' <dkdbus a(�,gmail.com> Sent: Monday, July 1, 2013 3:08 PM Subject: FW: priority #1 Mark, Attached are responses from Downer on the revised plans for 1005 Laurel Avenue / Hale / Tim Ramaker. Please review and respond ASAP. Tim is eager to get a permit. Thank you, Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Dianne Otto Sent: Monday, July 01, 2013 12:07 PM To: 'Downer Davis' Subject: priority #1 Downer — Of the 3 plans I left at your house last week, it would be helpful if Boswell's plans for 1005 Laurel Avenue would be the first one you review. Tim Ramaker is eager to get a permit. Thank you, 2 Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 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 3 DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.comt July 1, 2013 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 RE: 1005 Laurel Ave. Dear Ms. Otto: Phone (912) 786 -4573 Fax: (912) 786 -9539 I have reviewed the plans for the above referenced site. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. The following comments are offered: 1) If the existing concrete driveway is to be saved, its limits should be shown clearly on the plans. As the northwest corner is cracked and uneven, some will most likely need to be repaired. The plans do not show a Co- Construction Exit as I've been advised the intent is to save the existing driveway. The plans show a permeable driveway to be installed. The survey by Bert Barrett, Jr. shows the west side of the existing driveway to be around 6' off the west property line. The plans show the completed project to have a driveway over 10' off of the west property line. The existing driveway appears to have been removed within the lot to the front property line. The plans need to clarify existing, & proposed conditions. Comment satisfied. 2) C -2 shows grading towards the north rear lot line that indicates sheet draining onto the property it backs up to. I believe the intent was to have the rear yard drainage routed to the front (Laurel Ave.). Comment Satisfied. 3) The existing driveway will work well for vehicles that use it during construction and do not exit onto the unpaved areas. However, as such trafficking is normal, please provide alternate Co- Construction Exit design. I could not find a Co and it appears that reference to using the existing concrete driveway during construction has been eliminated. 4) The large oak tree in the front needs to be located and shown on the plan. I have concerns the cut of around 2' near it may negatively affect the tree structurally. Comment satisfied with revised grading plan. 5) The swale invert flow line shown cannot be parallel to the 7 contour if it drops 0.5' from the rear to the front. They should diverge from the rear to around 1.5' further apart at the front. Comment satisfied with revised grading plan. I could not find any drainage calculations. If the Engineer will add the condition that the downspouts be directed at a 45° angle or less towards the street, calcs. are not necessary. The Co- Construction Exit can be addressed as a "red line" if the Applicant prefers. If so, with the aforementioned condition #4 or directing the downspout 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 of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President 2130350C DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.comt June 7, 2013 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 RE: 1005 Laurel Ave. Dear Ms. Otto: Phone (912) 786 -4573 Fax: (912) 786 -9539 . RECEIVED have reviewed the plans for the above referenced site. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. The following comments are offered: 1) If the existing concrete driveway is to be saved, its limits should be shown clearly on the plans. As the northwest corner is cracked and uneven, some will most likely need to be repaired. The plans do not show a Co- Construction Exit as I've been advised the intent is to save the existing driveway. The plans show a permeable driveway to be installed. The survey by Bert Barrett, Jr. shows the west side of the existing driveway to be around 6' off the west property line. The plans show the completed project to have a driveway over 10' off of the west property line. The existing driveway appears to have been removed within the lot to the front property line. The plans need to clarify existing, & proposed conditions. 2) C -2 shows grading towards the north rear lot line that indicates sheet draining onto the property it backs up to. I believe the intent was to have the rear yard drainage routed to the front (Laurel Ave.). 3) The existing driveway will work well for vehicles that use it during construction and do not exit onto the unpaved areas. However, as such trafficking is normal, please provide alternate Co- Construction Exit design. 4) The large oak tree in the front needs to be located and shown on the plan. I have concerns the cut of around 2' near it may negatively affect the tree structurally. 5) The swale invert flow line shown cannot be parallel to the 7 contour if it drops 0.5' from the rear to the front. They should diverge from the rear to around 1.5' further apart at the front. Based on my review determining the above stated deficiencies, within the scope of my design review, to the best of my knowledge and belief, it is my opinion that this drainage plan does not meet the requirements of the Land Development Code of the City of Tybee Island. Please contact me if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President 2130350B Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, June 07, 2013 3:19 PM To: lahbos @bellsouth.net Cc: Dianne Otto Subject: Fwd: Attachments: photo.JPG Mark, When visiting the site today, I couldn't help but notice that sections of the Sdl-Sediment Barrier were so worn that I could read a newspaper through it. When I looked closer, i saw that some of the area appeared to have been trenched outside of the fence. Sure enough, when I checked, it appears, at least where I stuck my hand in the ground on the west side, that the buried flap is turned to the outside. I was not conducting an initial BMP investigation and I'm not requesting corrections until the permit office authorizes work on the site. However, as this is the 3rd lot I've looked at for Tim, I'm concerned that he's not getting suitable Sdl installation. I'm advising of this to allow someone to become more informed on Sdl installation prior to repairs being authorized by the City. Downer Forwarded message From: Downer Davis <dkdbus @me.com> Date: Fri, Jun 7, 2013 at 2:40 PM Subject: To: "Downer K. Davis, Jr." <dkdbus @gmail.com> Sent from my iPhone 1 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, June 07, 2013 3:21 PM To: Dianne Otto Subject: Fwd: Attachments: photo.JPG Just forwarding a pic to show how obvious this was. Forwarded message From: Downer Davis <dkdbus @me.com> Date: Fri, Jun 7, 2013 at 2:40 PM Subject: To: "Downer K. Davis, Jr." <dkdbus @gmail.com> Sent from my iPhone 1 Dianne Otto From: Downer Davis [dkdbus @me.com] Sent: Friday, June 07, 2013 2:38 PM To: Dianne Otto; Joe Wilson Cc: Downer K. Davis, Jr. Subject: 1005 Laurel Attachments: photo.JPG; ATT00001.txt I asked Joe to look at this tree. 1 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Tuesday, July 02, 2013 10:32 AM To: Dianne Otto Subject: Re: FW: priority #1 Diane, I'll accept the Co- Construction exit design with the sweeping condition, if you'll help me with monitoring it. As you pass by it daily and I can swing by often, we should be able to detect if sediment is not being controlled onsite. If the Co has to be installed, I feel the location over the large tree roots is not appropriate. We'll involve Joe at such time as a Co is deemed necessary. ✓ I could not find the downspout note, agreement, whatever.... but if Mark will simply acknowledge turning it we're done with the review phase. b ii p l o, h Downer On Tue, Jul 2, 2013 at 8:30 AM, Dianne Otto <Dotto(a,cityoftybee.org> wrote: Good morning, Downer. Below and attached are Mark Boswell's responses to your comment letter for 1005 Laurel Avenue / Hale / Tim Ramaker. That letter is also attached. If you want hard copies of any of these let me know. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Mark Boswell [mailto:lahbos@bellsouth.net] Sent: Monday, July 01, 2013 5:47 PM To: Dianne Otto Subject: Re: priority #1 this should take care of the remaining issues on C3. - added alternate Co - note to use existing drive as Co is on C3, C4 and C5 1 From: Dianne Otto <Dottocitvoftvbee.orq> To: ' Iahbos(a�bellsouth.net"' <lahbos(a�bellsouth.net> Cc: 'Downer Davis' <dkdbus a(�gmail.com> Sent: Monday, July 1, 2013 3:08 PM Subject: FW: priority #1 Mark, Attached are responses from Downer on the revised plans for 1005 Laurel Avenue / Hale / Tim Ramaker. Please revieN and respond ASAP. Tim is eager to get a permit. Thank you, Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Dianne Otto Sent: Monday, July 01, 2013 12:07 PM To: 'Downer Davis' Subject: priority #1 Downer — Of the 3 plans I left at your house last week, it would be helpful if Boswell's plans for 1005 Laurel Avenue would be the first one you review. Tim Ramaker is eager to get a permit. Thank you, 2 Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity tc 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 Cit 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 causec by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 3