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Home My Public Portal AboutSANCTUARY PL_1.pdfCITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 12/5/2018 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 #: 180527 PROPOSED USE: NEW SINGLE FAMILY HOME OCCUPANCY TYPE: P CONTACT NAME SALTWIND CONSTRUCTION CO. CONTACT ADDRESS SALTWIND CONTRUCTION CO. CONTACT CITY STATE ZIP SAVANNAH GA 31411 PROPERTY ADDRESS 1 SANCTUARY PLACE APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 12/5/2018 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 #: 180527 PROPOSED USE: NEW SINGLE FAMILY HOME OCCUPANCY TYPE: P CONTACT NAME SALTWIND CONSTRUCTION CO. CONTACT ADDRESS SALTWIND CONTRUCTION CO. CONTACT CITY STATE ZIP SAVANNAH GA 31411 PROPERTY ADDRESS 1 SANCTUARY PLACE APPROVED BY: �e a P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org CERTIFICATE OF OCCUPANCY REQUIREMENTS Permit # Job Address Job Name Owner/Contractor post house number (and unit numbers if applicable) no attic storage signs, if applicable Energy Code Compliance Certificate pass Final Building inspection Elevation Certificate, Finished Construction As -built Survey Height Certification, if required Drainage Certification from Project Engineer Nonconversion Agreement (attached) - must be recorded with Chatham County f Breakaway Wall Certificate (V -Zone only) Mitigation of Trees, if required - 3 Pct,`4AS Payment of outstanding fees, if applicable City of Tybee Island City staff will coordinate these items when the needed documents from the list above have been submitted. Please do not contact the engineer or director. Drainage Certification from the City's Consulting Engineer, if applicable Drainage Certification from the Director of Public Works Department, if applicable FEMA Inspection from Planning & Zoning Manager 1110312014 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-- 6932 LAHBOSOBELLSOUTH.NET December 5, 201 8 George Shaw Planning and Zoning Tybee Island, Georgia Re : Prank Koncul Project I Sanctuary Mace Tybee Island, Georgia George, At the request of the Owner/Contractor, we have inspected the project referenced above for compliance with the approved site plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved site plan including final stabilization. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932, fax to 897-2287 or e-mail to lahbos bellsouth.net. Sincerely, Mark Doswell uilding Permit Number /5? OS -02 7 Applicant's Name: Owner's Name: Site Address, Tax#, Parcel#: i/ - _6, -37.7 Telephone: Vc=9-- 3 r8—//Cl Address: Sck\—\-v\i',r\.(1 et_ Telephone: u' I. All development — Base Flood Elevation Data Provided: A. The as -built elevation certification from a registered land surveyor or Professional engineer has been submitted? B. The lowest floor elevation is at or above the required lowest floor elevation? C. Electrical, heating, ventilation, plumbing, air conditioning equipment (including duct work) and other service facilities are located above BFb or flood proofed? II. Development in Zones A, AE, Al -A30 and AH: A. Solid foundation perimeter walls located below BFE: 1. There are at least two (2) openings? 2. Square footage of enclosed area subject to flooding 3. Square inches of venting required 4. Square inches per opening (multiply 1 by w) 5. Number of required vents (3 above divided by 4 above) 6. Foundation contains the minimum number of vents? 7. The bottom of each opening is no higher than one (1) foot above grade? 8. Any cover on openings will permit the automatic flow of floodwaters In both directions? YI or NO YES or NO YES or NO YES or NO YES or NO YES OR NO B. Base flood elevation and/or floodway data not available or AO Zones: 1. The lowest floor is at least one (1) foot above the highest adjacent grade? YES or NO 2. The development meets the setback requirements of the ordinance? YES or NO 3. If 2 above was "no", has a No -Rise Certification been submitted? YES or NO Reviewer's Name: Date reviewed: B. Floodway data is provided. 1. Did this development encroach in the floodway? 2. Do the actual field conditions meet the proposed actions and technical date requirements? 3. If Cl was "yes", has a No -Rise Certification been submitted? Reviewer's Name: Date reviewed III. Development in Zones V, VE and V! -V30, VO (Coastal High Hazard Areas). A. Development location complies with all coastal setback requirements? B. Structure is securely anchored to pilings or columns and certification by a Registered, professional architect or engineer has been submitted? Reviewer's Name: Date reviewed: C. Walls permitted below the base flood elevation consist of decorative lattice work or, Where permitted, are breakaway and have been certified by a registered, professional Architect or Engineer? Reviewer's Name: Date reviewed: Local Administrator's Signature: City of Tybee Island 403 Butler Avenue - P.O. Box 2749 Tybee Island, Ga. 31328-2749 Date: YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: November 30, 2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name SALT WIND CONSTRUCTION, LLC Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1 SANCTUARY PLACE Company NAIC Number: City State ZIP Code TYBEE ISLAND Georgia 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1 THE SANCTUARY, PHASE 2 PLAT BOOK 31-P, PAGE 88 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 32.999081 Long. -80.850996 Horizontal Datum: ❑ NAD 1927 x 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 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes A9. For a building with an attached garage: a) Square footage of attached garage X No 0 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number CITY OF TYBEE ISLAND 135164 B2. County Name CHATHAM B3. State Georgia B4. Map/Panel Number 130051CO213 B5. Suffix G B6. FIRM Index Date 08/16/2018 B7. FIRM Panel Effective/ Revised Date 08/16/2018 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use Base Flood Depth) 11.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile U FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date: ❑ CBRS ❑ OPA x No FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 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. 1 SANCTUARY PLACE Policy Number. City State ZIP Code TYBEE ISLAND Georgia 31328 Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, Benchmark Utilized: LOCAL PLAT Vertical Datum: NAVD 1988 0 Finished Construction A30, AR/AH, ARIAO. enter meters. Indicate elevation datum ❑ NGVD 1929 used © for the elevations in items a) through h) below. 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) 16. 6 j feet ❑ meters b) Top of the next higher floor 27 1 [J feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A p feet ❑ meters d) Attached garage (top of slab) 7 3 x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 16. 2 x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6, 6 x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7. 0 x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 6. 7 x feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect I certify that the information on this Certificate represents my best efforts to interpret statement may be punishable by fine or imprisonment under 18 U.S. Code, Section Were latitude and longitude in Section A provided by a licensed land surveyor? 0 authorized by law to certify elevation information. the data available. I understand that any false 1001. Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number MICHAEL HUSSEY 2509 Fi Title LAND SURVEYOR g CON Company Name SUNDIAL LAND SURVEYING, PC . No. 2509 Address 120 COMMERCE COURT t ;y �'� � X44 City State ZIP Code POOLE • Georgia 31322 A %AN) Sig at - Date Telephone 1-1/26/2018 (912) 235-2477 Copy all ges - atio C: rtifi .- a • ail attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comment ,(including type of e pment and I tion, per C2(e), if applicable) C2e - A/C UNIT TOP OF SLAB ELEVATION 7.3' FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 • 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. 1 SANCTUARY PLACE Policy Number: City State ZIP Code TYBEE ISLAND Georgia 31328 Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 —E5. If the Certificate is intended to support a complete Sections A, B,and C. For Items E1 —E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters LOMA or LOMR-F request, used. In Puerto Rico only, the elevation is above or below ❑ above or ❑ below the HAG. ❑ above or ❑ below the LAG. 9 (see pages 1-2 of Instructions), ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. with the community's this information in Section G. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters E3. Attached garage (top of slab) is ❑ feet ❑ meters E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify 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 or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. orm Utib-U- Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 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. 1 SANCTUARY PLACE Policy Number: City State ZIP Code TYBEE ISLAND Georgia 31328 Company NAIC Number 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: ❑ G8. Elevation of as -built lowest floor (including of the building: G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: New Construction ❑ Substantial Improvement basement) ❑ feet ❑ feet ❑ feet ❑ meters Datum building site: ❑ meters Datum ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30. 2018 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. 1 SANCTUARY PLACE Policy Number: City State ZIP Code TYBEE ISLAND Georgia 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. Illgr_Aag - V41111411*' - ' . 1111 1a -* a. • at ' 11" . ' v ; N i;% 1 ¢ I , 1111111 Ilt 111 #� - ��'6 �� • ---- . III 1111191m' .,,., l; "trITTfl1 14.111111r II1II114 1 I 1iII III MO • ttr�l I rIII 1ttltt't' 1 , �� % _ 19IIIIWI 1 :, ��. /�_ l'll0ll1 Photo One Photo One Caption FRONT 11-21-2018 qIL ,ill $' �1 '4.14', c . .� i �, e _. f -�`' 011— ' -- �_ ___ • • y y C' le:-.` '$ mssoir . .. "pr T` 7 • mill _ . Irrim 1111111 _ . __ _ 1 I!IIIIl _ F Photo Two Photo Two Caption REAR 11-21-2018 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2018 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. 1 SANCTUARY PLACE Policy Number: City State ZIP Code TYBEE ISLAND Georgia 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. g 1 i 4;! 1 • . , ilik-,.. - r • • a Ill -IN. 1� 1t • 1 ihiUlliliPPi 111111111111 `li; lI 1111111110111 X11111111111 I Min 1st Photo One Photo One Caption SIDE 11-21-2018 1 ! li 11111 tin.. PP 5 s. Ill � , , 1 iii F • 1' t do . li __ Ili' kW- Are rk 0., li 1 .' , 0.15"' ar s -•fit` _ _ L- "WT- Photo Two Photo Two Caption SIDE 11-21-2018 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 This plat is a re trac eme nt o fan ex isting parcel or parcels of lard and does rot subdivide or create a new parce l or make any changes to a ny re al property boundarie s, The re cording information of the docu ments, maps, plats, or other Ins truments whic h created the parcel or parc els are stated hereon RECORDATION OF THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION. AVAILABILITY OF PERMITS. COMPLIANCE WITH LOCAL REGULATIONS OR RE QUIREMENTS. OR SUITABILITY FOR ANY USE OR PURPOSE OF THE LAND. Furthermore, the undersigned land surveyor certifies that this plat complies w ith the minimum technical standards for property s urve ys in Georgia or iia as set forth In the rules and regulatio ns of the Geo rgia Board of Re gistration for Pro fessional Engi s ant Lard Surveyo rs and as se t for th ineO. C.G A. Section 15-6-67. MICHAEL A, HUSSEY, RLS 2509 ■ far RF 4-0022-01-370 NOW OR FORMERLY ROY KELLY PLATS AND DEEDS: PRP 31-P PAGE 00 5MB 31-5 PAGE 46 Error Of Closure (Plata 1/071,226 Erro r Of Closure (Field, 1/32,500 Field Survey Date , 0 -20-2016 Angular Erro r: 2' Per Point Equipme nt Us ed: 5o kkia Set 5 2' To tal Station IRS - IRON ROD SET IRF - IRON ROD FOUND IPF - IRON PIPE FOUND CMF- CONC MONUMENT FOUND SSLAT- SANITA RY 5EWER LATERAL - TRANSFORMER D - TELEPHONE PED p - WATER METER - GRATE INLET "ItIt 10. 2' Ind' SANCTUAR Y PLACE (PRIVATE DRIVE) 20' ACCESSUTILITY AND WALKING EASEMENT , .i J 47.52' )N64°45'43"E r, = unur/ EASEMENT 2P ILOPETBCK TWO STOR COVERED PORCH 71-\141 I� CMF 10. 2' 10. 2' ///./27.1'/////// HEIGHT OF BLGD 34. 61 TWO STORY FRAME RESIDENCE ABOVE CARPORT ,10.1".// AAC ��/7 29'/ ,/ LOT 8 0.12 ACRE 4-0022-01-378 564°45'43"W 47.49' 4-0022-01-377 NOW OR FORMERLY KENNETH HODGES SUNDIAL LAND SURVEYING L5F000957 120 COMMERCE COURT POOLER, GA 31322 912-235-2477 mlusseyesundiallandeurveyi ng.com su ndialla ndsurveyi ng.com IRF 0 E 10' 10' 20' 40' SCALE: 1" = 10' VICINITY MAP (NTS) GENERA' NOTES. L Property addr ess: 1 Sanctuary Place Tybee Island, Georgia 31320, 2. Parcel Identification Number: 4-0022-01-37g. 3. Th e property is currently zoned R-2. 4. In accordan ce . with FIRM. community Panel nc. 13051CO213G, dated August IS, 2018, this property does fall within a designated flo od hazard ar ea, Zone AK bas e fl ood elevatio n II', NAYS BB . 5. Horiz ontal Datum is based on Plat Re cord B ook 31p, page 00. 6. All deed book references sh own hereon are recorded In the Clerk of Superior Court's office of Chatham C ou nty, Georgia. 7. This survey was prepar ed without the benefit of an abstract of title. Subj ect and adjac ent property o wners' deed refer ences and are t guaranteed as t accuracy or c ompleteness . 0. Structures visible on the date of survey are shown here 9. The. certification, ases shown hereon Is purely a statement of professio nal opinion based on exists dg information and belief, and based on existing field evidenc e and documentary evidenc e available . The certification Is not an express ed or implied warranty or guarantee. A5 -BUILT SURVEY BEING LOTS THE SANCTUARY, PHASE 2, BAY WARD, 5TH G .M . DISTRICT, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR SALTWIND CONSTRUCTION COMPANY, LLC 2 SOUNDING POINT RETREAT SAVANNAH, GA 31411 DATE: 11-28-2018 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 Etth mask INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Inspection Pass Fail El Fee Date of Inspection Inspection Pass Fail n Fee Inspection Pass El Fail ❑ Fee Inspection Pass Fail ❑ Fee Georgia Residential Energy Code Compliance Certificate* Address: 1 Sanctuary P1. Builder/Design Prof.: 7ra/v k Ko-vi titl, Envelope Summary: • List the R -Value for the following components: Flat ceiling/roof: /Z19 Exterior wall: 213 Attic kneewall: NA Basement stud wall: NA Crawlspace stud wall: NA Foundation slab: NA Cantilevered Floor: 213 • Fenestration Components: Window U -factor: .31 Skylight U -factor: NA Permit #: Phone: Sloped/vault ceiling: Above grade mass wall: Attic kneewall sheathing: Basement continuous: Crawlspace continuous: Floors over unconditioned space: Other insulation: Window SHGC: .27 Skylight SHGC: NA 219 NA NA NA NA R19 NA Glazed Door U -factor: .36 Opaque Door U -factor: NA • Building Envelope Tightness (BET): BET test conducted by: qVee 'S0-ui Evtes'-cy So-lc,cr't,o-n4- Phone: 721-2013 Fan Flow at 50 Pascals= ,g CFM50 Total Conditioned Volume = 21.477 ft3 ACH50 = CFM50 x 60 / Volume= 5 17 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: NA becau§eofPev{orwred/13ET te4t Phone: M (<50% glazed) Mechanical Summary: Water Heater Energy Factor: , 93 Ef Fuel type: ❑ Gas ® Electric ❑ Other Number of Heating and Cooling Systems: 1 Heating System Type: ❑ Gas: AFUE ❑ Air -Source Heat Pump: HSPF ❑ Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): Heats uvvyi Cooling System Efficiency: 0 SEER ❑ EER ❑ Other Heating/Cooling Load Calculations Performed by: Phone: Total Heating Load (Based on ACCA Man. 3 or other approved methodology): Btu/h Total Cooling Load (Based on ACCA Man. 3 or other approved methodology): Btu/h Cooling Sensible Load: Btu/h Cooling Latent Load : Btu/h Total Air Handler CFM (based on design calculations): CFM Duct Tightness Test Conducted by: A4 Phone: CFM25 per 100 ft2 of conditioned floor area = CFM25 x 100 / Conditioned floor area served If all ducts are not located within conditioned space, builder must verify that either the postconstruction duct leakage to outdoors (PCO) is <_ 8%, the post construction total duct leakage (PCT) is <_ 12%, or the rough -in total duct leakage (R1T) 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 NaN *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. 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 Essilk INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail El Fee Inspection Pam ❑ Fail ® Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail ❑ Fee Enter Approval Details https://wiringapproval.southerncompany.com/CreateApproval.aspx Site Map I Home I Contact Us W/A Approval Portal Home My Approvals Add Approval Search Manage Defaults User Profile Customer Service FAQs Contact Us Learn More GeorgiaPower.com Welcome lisaroseschaaf Inspection Agency Information: TYBEE ISLAND Enter Approval Details Approval Information Inspection Agency Inspector Date Permit/Approval # Type Classification Electrician\Contact Contact Phone Wring Approval Status Address Customer Name Phone Number Street # Street Name Also Known As Zip Date 10/31/2018 Select One Select One 10/31/2018 1:27:02 PP * Select Type Select One Submitted Service Order Unit/Suite/Lot# Select City Select Wiring Approval Number 180527 02011 Southern Company. All rights reserved. Privacy statement Terms of use User ID: lisaroseschaaf Select One Inspector's Notes State Select Save & Copyl Save Only Print Type Permanent Address 1 Sanctuary Place. Tybee Island, GA 31328 Help I Log Out Inspector's Note Edit 1(1/11/7(118 1•')7PM 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 Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information ff Project Address i _ •-, Scope of Work �j Inspector f (7 Date of Inspection Inspection `, r Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass Fail ❑ Fee 1111 1111111 � 11111111111t 11111II1I11110111ii il Doc ID 031373250001 Type: AGRE Recorded: 11/14/2018 at 12:50:32 PM Fee Amt: $12.00 Page 1 of 1 Chatham, Ga. Clerk Superior Court Tammie Mosley Clerk Superior Court BK1491PG114 Cross reference to Book a 710Page o2 1 CITY OF TYBEE ISLAND COMMUNITY DEVELOPMENT NON -CONVERSION AGREEMENT FOR CERTAIN STRUCTURES IN THE FLOODPLAIN Application has been made for a permit from the City of Tybee Island, Georgia. ` - Permit #: 1 �'`o 7 Property Owner: C.001/4,5 -6A Zskalnc"DeV eko f YYler14- CO • �-�--�- Address: 1 50..v -NC i�\aGe_ PIN: q--pow-of - 317'3 Legal. )..o4 -g The. S0v+c »c.1 Ph SG VRB 31? SO. t oc- Base Flood Elevation at the site is 1 I feet (NGVD) In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: 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 Prevention Ordinance 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 -resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazard Area. 6. That any variation in construction beyond what is permitted shall constitute a violation and be abatable as such. :773 - r Signature of Property Owner STATE OF GEORGIA COUNTY OF CHATHAM Subscribed to. end sworn befog /7-- NotarY I ublic f L{SA't. SCHAAF Signature of Property Owner ay of OC_\(C) ,20 g . My commission rxpirIOTARY PUBLIC, CHATHAM COUNTY, GEORGIA MY COMMISSION EXPIRES: APRIL 2, 2019 Witness Signature Note: A Nonconversion Agreement must be used whenever an enclosed structure or portion of a structure is built or substantially improved within the 100 -year Floodplain below the Base Flood Elevation. A Nonconversion Agreement must satisfy all of the above conditions and requires proper recordation in the land records of Chatham County, Georgia. 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 Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail1:1 Fee Inspection r Pass 0 Fail ® Fee it- De., Li Inspection Pass l:l 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 mamma INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Inspection Pass Fail ❑ Fee Inspection Date of Inspection Pass h Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass I__I 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 swim Elea, INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass El 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 rank INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass 1:1 Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass Et Fail El Fee Inspection Pass ❑ Fail ❑ Fee Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection J + s% Fail cf 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 Date of Inspection Fee Inspection Pass D Fail 0 Fee Inspection Pass ® Fail ® Fee Inspection Pass Fail ❑ Fee Enter Approval Details https://wiringapproval.southerncompany.com/CreateApproval.aspx Site Map I Home I Contact Us W/A Approval Portal Home My Approvals Add Approval Search Manage Defaults User Profile Customer Service FAQs Contact Us Learn More GeorgiaPower.cam Welcome lisaroseschaaf ti Inspection Agency Information: TYBEE ISLAND Enter Approval Details User ID: lisaroseschaaf Help I Log Out Approval Information Inspector's Notes Inspection Agency * Select One Inspector Select One Date 7/25/2018 12:59:53 PP Permit/Approval # Type ` Select Type Classification Select One Electrician\Contact Contact Phone Wring Approval Submitted Service Order Status Address Customer Name Phone Number Street # Unit/Suite/Lot# Street Name Select One Also Known As Zip ' Select City Select State Select Wiring Date Approval Number 07/25/2018 180527 52011 Southern Company. Al rights reserved. Privacy statement Terms of use (Save & Copy] Save Only Print Type Address T -Pole 1 SANCTUARY P lace. Tybee Island, GA 31328 !Submit Inspector's Note Edit 1 of 1 07/25/201R 1:00 PM Owner's Name Gen. Contractor Contact Information 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 Project Address Scope of Work Inspector Inspection Pass )Fail U Fee Date of Inspection Inspection Pass 0 Fail ❑ Fee Inspection Pass I'-1 Fail 0 Fee Inspection Pass D Fail ❑ Fee DATE ISSUED: 07-19-2018 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW SINGLE FAMILY HOME 1 SANCTUARY PLACE SALTWIND CONSTRUCTION CO. SALTWIND CONTRUCTION CO. SAVANNAH GA 31411 SALTWIND CONSTRUCTION 2 SOUNDING POINT RETREAT SAVANNAH GA 31411 P $ 6,324.00 4-0022-01-378 $165,000.00 PERMIT #: 180527 TOTAL BALANCE DUE: $6,324.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 07-19-2018 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 # NEW SINGLE FAMILY HOME 1 SAINTUARY PLACE to.." a rGi SALTWIND CONSTRUCTION CO. SALTWIND CONTRUCTION CO. SAVANNAH GA 31411 SALTWIND CONSTRUCTION 1 FORE ROYAL CIRCLE SAVANNAH GA 31411 P $ 6,994.00 4-0022-01-378 PROJECT VALUATION $165,000.00 TOTAL BALANCE I)UE: PERMIT #: 180527 $6,994.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICK UP DATE ISSUED: 07-19-2018 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION NEW SINGLE FAMILY HOME 1 SAITUARY PLACE SALTWIND CONSTRUCTION CO. SALT W IND CONT RUCTION CO. SAVANNAH GA 31411 SALTWIND CONSTRUCTION 1 FORE ROYAL CIRCLE SAVANNAH GA 31411 P $ 6,994.00 4-0022-01-378 $165,000.00 1- 3/4 INCH WATER METER PERMIT #: 180527 TOTAL BALANCE DUE: $0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work N ill 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 CITY OF TYBEE 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 BOX 1 663 TYBEE ISLAND, GA 31328 PURCHASE ORDER PO Number: 19-41387 This number must appear on all related correspondence, shipping papers and invoices. ❑ate: 0 7/ 1 9/ 2 0 1 8 Requisition #: 1 9- 4 1 3 8 7 Ship to: CITY HALL 403 BUTLER AVENUE TYBEE ISLAND, GA 3 1 3 2 8 F.O.B. Point - Tybee Island, GA Terms - Net 30 days UNE UNITS DESCRIPTION PRICE AMOUNT 1 0.00 1 SANCTUARY PL 100-7220-52-1203 INVOICE #21803001 DATED JULY 18, 2018 FOR DRAINAGE REVIEW OF PROPERTY FOR A NEW SINGLE FAMILY HOME. 1.0 HOUR @ $175/HOUR =$175.00 Purchase Order void after 90 days. 0.00 175.00 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. TOTAL 175.00 Authorized by Date For the City of Tybee Island Supplier Acknowledgement Date DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus(c7�gmail.com INVOICE July 18, 2018 Invoice #21803001 George Shaw Lisa Schaff City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: Frank Koncul 1 Sanctuary Place 07-11-2018 0.5 First review 07-12-2018 n.c. Brief review with Engineer at his office. 07-18-2018 0.5 Review and concurrence 1.0 hour @ $175.00 /hour = $175.00 Total Due This Invoice DAVIS ENGINEERING PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695-7262 dkdbus@gmail.com July 18, 2018 George Shaw, Director of Community Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: Frank Koncul 1 Sanctuary Place Dear Mr. Shaw: I have reviewed the revised site plan and drainage report from Mark Boswell, PE (13JUL2018). My review is limited to drainage issues and land disturbing activities. I have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density, zoning, tree protection or subdivision regulation issues. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion the drainage design complies with 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 the GA D.O.T. or 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, v Downer K. Davis, Jr., P.E. 2180300B 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 X pages 1 — 7 of permit application Required submittals: X , 2 sets building plans X 1 copy REScheck or COMcheck s X 1 copy certified survey showing existing ground elevations, flood zone(s), and trees Mark Boswell previously submitted X 3 sets certified hydrology, drainage and erosion control plans N/A N/A $250 plan deposit (will be forfeited if project is abandoned) check # Street address Lot #8, 1 Sanctuary Place PIN # 4-0022-01-378 NAME MAILING ADDRESS PHONE Owner Saltwind Construction Co. 1 Fore Royal Circle Savannah, Georgia 31411 Home: 912-398-1161 Cell: 912-398-1161 Engineer Boswell Design Services, Inc. Attent: Mark Boswell, PE 103 Nassau Drive Savannah, Georgia 31410 Office: 912-897-6932 Cell: 912-663-1834 Contractor Saltwind Construction Co. 1 Fore Royal Circle Savannah, Georgia 31411 Office: 912-398-1161 Cell: 912-398-1161 Check all that apply: xi New Construction LI Other ❑ Commercial Details of project: Construct new single family residence IX1 Residential A Single Family L] Duplex ❑ Multi -Family units Estimated cost of construction: $ 165,000.00 A copy of the contract may be requested. Construction type: 2 (select appropriate number below) 1. wood frame 3. brick veneer 5. steel & masonry 2. wood & masonry 4. masonry 6. other: Lot area _5,034 sq. ft. # buildings 1 # units 1 # floors 2 * # bedrooms 3 # bathrooms 3.5 # of egresses 2 An elevator is not an accepted means of egress. Height 34'-11" Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances. Total heated/cooled square footage 2,234 Base Flood Elevation 14.00' (NAV88) Flood Zone VE 13 (AE or VE) Design Flood Elevation (BFE + 1-foot)15.00' (NAV88) As -built setbacks: Front 20' Rear 10' Sides (L) 10' (R) 10' Total driveway(s) width 22'-0" feet # of openings 1 Culvert: No -Pipe Under Driveway Swale: No LESS RADIUS Number of off-street parking spaces 2 Number of trees to be removed 0-signficant A separate tree removal permit is required. Completed & previously 1 3/10/2013 During construction on -site restrooms will be provided by Construction debris will be disposed by Cliffton's by means of _ Dumpster Section 22-169 — When active work ceases on the project for the day a SECURE COVER shall be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. I understand that I must comply with zoning, erosion control, building, fire, shore protection, and wetland 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. Poly -Jon July 12, 2018 Signature of applicant: a�c ae/-11- t6/ Date: Paul deLevis for Frank Koncul for Saltwater Construction, Co. Printed name: Zoning District Approved zoning action? Verified street address The following will be completed by City of Tybee Island personnel. c \ Flood Zone V 1- BFE 3' N4 rye S If new, has it been reported to MPC, CRC, etc.? Number of egresses? Average adjacent grade (P , 3 feet Drainage and Erosion Control plans approved? Approval Building Official Water/Sewer Public Works Fire Chief Planning & Zoning yes New Existing Date 7 &' /18 2 DFE T' FEES Permit Inspections 37'/ I Water Tap `f' CC Recovery L Sewer Stub 'T Aid to Construction Engineering 50I vim'_ 34 .0" 00- .60- 75-. 60 - Plan deposit refund 4,332a6TOTAL 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://gaswcc.georqia.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 February 2013 Signature of contractor: eA,ca1 e'e' r9 Date: July 12, 2018 Printed name: Paul deLevis for Frank Koncul for Saltwater Construction, Co. 3 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 Lot #8, 1 Sanctuary Place Street address of project Plumbing company Jenkins Plumbing Company Plumbing contact person & phone numbers 912-330-8151 912-210-6224 Jamey Jenkins office cell Name of property owner(s) Saltwater Construction, Co. Phone numbers of property owner(s) 912-398-1161 912-398-1161 cell off Details of project Construct a new single family residence Residential X 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„ 1 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. Signature of owner: rcfo/ie9/ c%Y"-I2-t' , Date: July 12, 2018 Printed name: Paul deLevis for Frank Koncul for Saltwater Construction, Co. ertfriJ,?. c%O s July 12, 2018 Signature of contractor: Date: Printed name: Paul deLevis for Frank Koncul for Saltwater Construction, Co. 4 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. Wi'l the proposed project at Lot #8, 1 Sanctuary Place require an infrastructure alteration permit? street address of project ❑ Yes X No Description of alteration: NONE 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: eat[ie` i /pia/ Date: July 12, 2018 Printed name: Paul deLevis for Frank Koncul for Saltwater Construction, Co. 5 CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: Lot #8, 1 Sanctuary Place 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. Means shall be provided to disconnect all conductors from the service -entrance conductors. NEC 230.70 State Enerqv 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 Enerqv Code AFFIDAVITS Signature of owner: eAfre dp'r6-' ' Date: July 12, 2018 Paul deLevis for Frank Koncul for Saltwater Construction, Co. Printed name: Signature of contractor: A44 . c& rn Date: July 12, 2018 Paul deLevis for Frank Koncul for Saltwater Construction, Co. Printed name: 6 Street address of project: Subcontractor List 1 Sanctuary Place 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 Tim Sabataka Plumbing Co. Address 3 Palm Grove Ct., Say. Ga. 31406 Contact person Tim Sabataka Business type Cell number Office number 2. Company Joe Maxwell Electrical Co. Business type Address 619 Rose Dhu Rd., Say., Ga. 31406 Contact person Joe Maxwell 3. Company Byrd HVAC Co. Address 101 Central Junction Dr., Say., Ga. 31405 Contact person Sam Byrd Cell number Plumbing 912-210-0371 912-210-0371 Electrician Cell number 912-313-3167 Office number 912-313-3167 Business type Heating &Air' 912-313-1038 Office number 912-233-6764 Ace Roofing Co, Roofing 4. Company Business type Address Cell number Danny Johnson Contact person Office number 912-341-4359 103 Halley Circle, Guyton, Ga. 31312 5. Company Drywall Services, Inc. Address 2736 Ogeechee Rd., Say., Ga. 31405 Contact person Terry Montford 912-354-3521 Business type Interior Finishes Cell number 912-658-3762 Office number 912-658-37 62 6. Company Harris Woodworks Co. Business type Framing Address 3738 Starling Rd., Pembroke, Ga, Contact person Bobby Cell number 912-257-3469 Office number 912-257-3469 Attach additional sheets if needed, 7 REScheck Software Version 4.6.2 Compliance Certificate Project Title: Residence for Saltwind Construction Co.. L.L.C. Energy Code: Location: Construction Type: Project Type: Building Orientation: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 1 Sanctuary Place Tybee Island, GA 31328 2011 Georgia State Minimum Standard Energy Code Savannah, Georgia Single Family New construction Bldg. faces 315 deg. from North 15% 1847 2 Owner/Agent: Frank Koncul Saltwind Construction Co., L.L.C. 1 Fore Royal Circle Savannah, GA 31411 912-398-1161 fkoncul@hotmail.com Designer/Contractor: Frank Koncul Saltwind Construction Co., L.L.C. 1 Fore Royal Circle Savannah, GA 31411 912-398-1161 Fkoncul@hotmail.com Compliance: Passes usin. UA trade-off Compliance: 4.9% Better Than Code Maximum UA: 466 Your UA: 443 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Maximum SHGC: 0.30 Your SHGC: 0.30 Assembly Gross Cavity Area or R -Value Perimeter Cant. R -Value Glazing UA or Door U -Factor Ceiling 1: Raised or Energy Truss Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Front Window 3: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Front Door 2: Glass SHGC: 0.30 Orientation: Front Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Back Window 6: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Back Door 1: Solid Orientation: Back Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Right Side Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Right Side Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Left Side Window 5: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Left Side Floor 1: All -Wood Joist/Truss:Over Outside Air 1425 540 23 80 540 30 20 547 25 894 225 1317 30.0 13.0 0.0 0.0 13.0 0.0 13.0 0.0 13.0 0.0 13.0 0.0 0.350 0.350 0.350 0.200 0.350 0.350 46 36 8 28 40 11 4 43 9 55 79 84 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 Project Title: Residence for Saltwind Construction Co.. L.L.C. Report date: 07/12/18 Data filename: W:\Koncul\FK-Lot #8, 1 Sanctuary Place, The Sanctuary\Construction Documents\Permits\Building\FK-Lot #8, 1 Sanctuary Place.. Tvbee. RESCHECK. 7-12-2018.rck Page 1 of 6 Standard Energy Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Paul B. deLevis, Building Designer Name - Title eritd eV. dexiee4,14, July 12.2018 Signature Date Project Title: Residence for Saltwind Construction Co.. L.L.C. Report date: 07/12/18 Data filename: W:\Koncul\FK-Lot #8, 1 Sanctuary Place, The Sanctuary\Construction Documents\Permits\Building\FK-Lot #8, 1 Sanctuary Place., Tybee, RESCHECK, 7-12-2018.rck Dn„o o „a REScheck Software Version 4.6.2 ifInspection Checklist Energy Code: 2011 Georgia State Minimum Standard Energy Code Location: Savannah, Georgia Construction Type: Single Family Project Type: New construction Building Orientation: Bldg. faces 315 deg. from North Glazing Area Percentage: 15% Heating Degree Days: 1847 Climate Zone: 2 Ceilings: ❑ Ceiling 1: Raised or Energy Truss, R-30.0 cavity insulation Comments. Insulation must achieve full height over the plate lines of exterior walls. Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. ❑ Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. ❑ Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. ❑ Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. Windows: ❑ Window 3: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.350, SHGC: 0.30, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 6: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.350, SHGC: 0.30, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.350, SHGC: 0.30, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 5: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.350, SHGC: 0.30, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 2: Glass, U -factor: 0.350, SHGC: 0.30, Comments. ❑ Door 1: Solid, U -factor: 0.200 Comments. Project Title: Residence for Saltwind Construction Co.. L.L.C. Report date: 07/12/18 Data filename: W:\Koncul\FK-Lot #8, 1 Sanctuary Place, The Sanctuary\Construction Documents\Permits\Building\FK-Lot #8, 1 Sanctuary Place.. Tvbee. RESCHECK. 7-12-2018.rck Paae 3 of 6 Floors: ❑ Floor 1: All -Wood Joist/Truss:Over Outside Air, R-13.0 cavity insulation Comments. Floor insulation is installed to maintain permanent continuous contact with the underside of the subfloor decking, and insulation ends are blocked. 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/door jambs 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: (1) Hinged vertical doors have a maximum U -Factor of U-0.2 (R-5 minimum) (2) Hatches/scuttle hole covers have a 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 and glazing U -factors 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 return 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 181 B#and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have 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). All ducts and air handlers are located within conditioned space. 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. Project Title: Residence for Saltwind Construction Co.. L.L.C. Report date: 07/12/18 Data filename: W:\Koncul\FK-Lot #8, 1 Sanctuary Place, The Sanctuary\Construction Documents\Permits\Building\FK-Lot #8, 1 Sanctuary Dloro Cru Crll 7_1')_')n1Q , le 0.n..e A ..f a • 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: D Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. D 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: • HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: • Heated swimming pools have an on/off heater switch. • Pool heaters operating on natural gas or LPG have an electronic pilot light. • 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. ❑ 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: • 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 • Power attic ventilators are not permitted to be connected to the electric grid. Solar -powered attic ventilators are allowed. • 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: ❑ 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: ❑ 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 load, sensible cooling load, latent cooling load and cfm for space conditioning the duct tightness and envelope tightness test results. Buildings classified as R-2 occupancy shall indicate that the visual inspection option was used or provide envelope tightness test results. The certificate does not cover 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: Residence for Saltwind Construction Co.. L.L.C. Report date: 07/12/18 Data filename: W:\Koncul\FK-Lot #8, 1 Sanctuary Place, The Sanctuary\Construction Documents\Permits\Building\FK-Lot #8, 1 Sanctuary Place.. Tvbee. RESCHECK. 7-12-2018.rck Paae 5 of 6 , ao! 2011 Georgia State Minimum Energy Code Insulation Rating R -Value Ceiling / Roof Above -Grade Wall Below -Grade Wall Floor Ductwork (unconditioned spaces): 30.00 13.00 0.00 13.00 Glass ✓i Door Rating U -Factor SHGC Window Door 0.35 0.35 0.30 0.30 Envelope Tightness Test Results CFM50 Total Conditioned Volume ACHso 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) Duet Tightness Test Results Test Type (PCO, PCT, RIT) CFM2s Floor Area Served (s.f.) Test Result(%) DET Verifer (Name/Phone) Builder/Design Professional: 3aaz J derrezmia Comments: Paul B. deLevis, Building Designer July 12.2018 Date• From: Lisa Schaaf To: "obdrE,delevls.mm" George Shaw Cc: Frank KOnCul Subject: RE: FK-Lot#8, 1 Sanctuary Place, Tybee Date: Monday, May 14, 2018 9:14:24 AM Hi Paul, My average Is 6.3. I use the points closest to the four corners of the building and one in the middle area. Let me know if you have any questions. Thanks, Lisa From: pbd@delevis.com <pbd@delevis.com> Sent: Sunday, May 13, 2018 11:49 PM To: George Shaw <gshaw@cityoftybee.org>; Lisa Schaaf <Ischaaf@cityoftybee.org> Cc: Frank Koncul <Fkoncul@hotmail.com> Subject: FK-Lot#8, 1 Sanctuary Place, Tybee Good day George & Lisa. Please see attached a site plan. Have picked (9) nine existing elevation points and it averages 6.49'(nav88). Would suggest 6.50'(Nav88) as average existing grade. Please review, verify and advise. Many thanks, Fade b", de.Cyenld Building Designer 8 Planner 2 Edgewood Road Savannah, Georgia 31404 0.912-236-5757 C. 912-547-1300 www deLevis coat 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 a -mail from your system. The recipient should check this email and any attachments for the presence of viruses. The SENDER accepts no liability for any damage caused by any virus transmitted by this email ****************************************************************************************************************************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 **************************************************************************************************************************** PROJECT INFORMATION THE SANCTUARY NEW CONSTRUCTION Lot Address: 1 Sanctuary Place Lot Number: 8 PIN: 4-0022-01-378 Owner Saltwind Construction Company Phone # 912-398-1161 Cell # 912-398-1161 Email Address 1 Fore Royal Circle City/State/Zip Savannah, GA 31411 Professional Engineer of Record Mark Boswell Phone # 912-663-1834 Cell # 912-663-1834 Email lahbos@bellsouth.net Address 4700 US Highway 80, Suite E City/State/Zip Savannah, GA 31410 Designer Paul B. deLevis Phone # 912-236-5757 Cell # 912-547-1300 Email pbd@delevis.com Address 2 Edgewood Road City/State/Zip Savannah, GA 31404 Builder Saltwind Construction Company Phone # 912-398-1161 Cell # 912-398-1161 Email Address 1 Fore Royal Circle City/State/Zip Savannah, GA 31411 Owner/Agent's Signature / jam,' Date 7/10/2018 Paul B. deLevis for Frank Koncul DATE ISSUED: 7/18/2018 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 LAND DISTURBING FOR NEW -SF HOME 1 SANCTUARY SALTWIND 1 FORE ROYAL CIR SAVANNAH, GA. 31411 SALTWIND 1 FORE ROYAL CIR SAVANNAH, GA 31411 P $ 0.00 4-0008-03-017 PROJECT VALUATION 0.00 PERMIT #: L18-01 TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org Lisa Schaaf From: Mark Boswell <lahbos@bellsouth.net> Sent: Friday, July 13, 2018 12:15 PM To: George Shaw; Lisa Schaaf; Downer Davis; Frank Koncul; Paul DeLevis Subject: no. 1 sanctuary revisions Attachments: FK-SANC-C2 Model (1).pdf; FK-SANC-C3-PH-1 Model (1).pdf; FK-SANC- RESPONSE-7-13-18.doc 1 BOSWELL DESIGN SERVICES, INC. OFFICE : 4700 EAST HIGHWAY 80 MAILING : 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-- 6932 LAHBOS@BELLSOUTH. NET July 13, 2018 George Shaw Planning and Zoning Department Tybee Island, Georgia Re: Frank Koncul Project 1 Sanctuary Place Tybee Island, Georgia George, Please find in this submittal, pdf revisions to plans and responses to engineering review comments as follows : No. Response 1. Have complied — revised swale route. 2. Have complied — included on first submittal but revised slightly in this re -submittal. Removed swale and pipe. 3. Have complied — revised to route water to Byers Ave. 4. Have complied — overlooked Co, Co now added. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932, fax to 897-2287 or e-mail to lahbos@bellsouth.net. Sincerely, Mark Boswell Lisa Schaaf From: Downer Davis <dkdbus@gmail.com> Sent: Wednesday, July 11, 2018 2:52 PM To: Lisa Schaa Cc: Subject: oswell Re: FW: 1 SANCTUARY PLACE - NEW HOME I offer the following brief comments: 1) The west swale is going through a transformer in the NW corner of the lot. 2) Top of driveway elevations are needed, both to show grade/flow and cover over pipe. 3) In the area of the pool and nearby rear yard, there is no evidence of controls to prevent runoff onto adjacent properties. (Health Dept. rules require that deck runoff flow away from the pool. This would direct much of it onto the two adjacent lots.) 4) The Engineer needs to provide justification for no Co -Construction Exit. With access to Byers, I'm not sure of any reason. Downer On Thu, Jul 5, 2018 at 3:34 PM, Lisa Schaaf <lschaaf@cityoftybee.org> wrote: Hi Downer, Another new home for Tybee. Lisa From: Mark Boswell <lahbos@bellsouth.net> Sent: Thursday, July 05, 2018 3:22 PM To: Lisa Schaaf <Ischaaf@cityoftybee.org> Subject: b ***************************************************************************************** ***********************************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 1 Lisa Schaaf From: Lisa Schaaf Sent: Thursday, July 05, 2018 3:35 PM To: 'Downer Davis' Subject: FW: 1 SANCTUARY PLACE - NEW HOME Attachments: FK-SANC-COMPLETE-SEET-7-5-18-Binderl.pdf; FK-SANC-REPORT-7-5-18-Scan0060.pdf Hi Downer, Another new home for Tybee. Lisa From: Mark Boswell <lahbos@bellsouth.net> Sent: Thursday, July 05, 2018 3:22 PM To: Lisa Schaaf <Ischaaf@cityoftybee.org> Subject: b 1 Chatham County Board of Assessors: 2017 Property Record Card 4-... http://boa.chathamcounty.org/DesktopModules/ChathamCounty/Boar. 2017 Chatham County Board of Assessors Property Record Card APPRAISER MWTHOMAS LAST INSP 04/04/2014 APPR 000008 ZONE LOT 8 THE SANCTUARY PHASE 2 PRB 31P 80 .12 ac SALES BOOK / INS VI QU RSN PRICE PAGE 14 Jun 2710 0269 NA I Q QX 582,000 2004 GRANTOR:COUNIHAN BRIAN M,SR& HELN GRANTEE: COASTAL ISLAND DEVELOPMEN COMMENTS: 17 May 2016 TY17 COA PER OWNER REQ 05/17/16 04 Mar 2009 TY09 COA & RET VAL ENT PER RETURN 3/4/09 LHN 25 Jan 2006 2006 NEW PIN; SPLIT OUT OF 4-22-1-19 PRB 31P 80 1/25/06 LAND ID# USE DESC 4-0022-01-379 1 SANCTUARY PL TYBEE ISLAND COASTAL ISLAND DEVELOPMENT CO LLC 1580 SPINNAKER DR ALPHARETTA GA 30005 [Click for larger picture] CAMA ASMT 135,000 135,000 LAND 1 BLDG 0 OBXF 0 135,000 135,000 Cost - MS CODES PROPERTY 0006 RESIDENTIAL USE UTA 0004 Tybee Island NBHD 019012.00 S012 SANCTURAY PL EXEMPTIONS HISTORY LAND IMPR TOTAL 2016 124,600 124,600 Cama 2015 124,600 124,600 Cama 2014 124,600 124,600 Cama 2013 124,600 124,600 Cama 2012 124,600 124,600 Cama 2011 124,600 124,600 Cama 2010 124,600 124,600 Cama 2009 277,000 277,000 Over 2008 277,000 277,000 Cama 2007 277,000 277,000 Cama 2006 197,500 197,500 Cama FRONT DEPTH UNITS / TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 112411 RESIDENTIAL V L 0 0 1.00 -LT 150000.00 R1 SZ-10 135000 or\ \v icy Y'e_u e - S 715 —/de 1 of 1 n5/1a/')n12 o•rvl Ana Lisa Schaaf From: Sent: To: Cc: Subject: pbd@delevis.com Monday, May 14, 2018 1:24 PM Lisa Schaaf; George Shaw 'Frank Koncul' RE: FK-Lot#8, 1 Sanctuary Place, Tybee Good day Lisa, 10-4....Will use 6.3'(NAV 88) as avg. existing grade. Many thanks, petal Building Designer & Planner 2 Edgewood Road Savannah, Georgia 31404 0. 912-236-5757 C. 912-547-1300 www.deLevis.com 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. The recipient should check this email and any attachments for the presence of viruses. The SENDER accepts no liability for any damage caused by any virus transmitted by this email From: Lisa Schaaf <Ischaaf@cityoftybee.org> Sent: Monday, May 14, 2018 9:14 AM To: 'pbd@delevis.com' <pbd@delevis.com>; George Shaw <gshaw@cityoftybee.org> Cc: Frank Koncul <Fkoncul@hotmail.com> Subject: RE: FK-Lot#8, 1 Sanctuary Place, Tybee Hi Paul, My average Is 6.3. I use the points closest to the four corners of the building and one in the middle area. Let me know if you have any questions. Thanks, Lisa From: pbd@delevis.com <pbd@delevis.com> Sent: Sunday, May 13, 2018 11:49 PM To: George Shaw <gshaw@cityoftybee.org>; Lisa Schaaf <Ischaaf@cityoftybee.org> Cc: Frank Koncul <Fkoncul@hotmail.com> Subject: FK-Lot#8, 1 Sanctuary Place, Tybee Good day George & Lisa. Please see attached a site plan. Have picked (9) nine existing elevation points and it averages 6.49'(nav88). Would suggest 6.50'(Nav88) as average existing grade. Please review, verify and advise. Many thanks, 1 Lisa Schaaf From: pbd@delevis.com Sent: Sunday, May 13, 2018 11:49 PM To: George Shaw; Lisa Schaaf Cc: Frank Koncul Subject: FK-Lot#8, 1 Sanctuary Place, Tybee Attachments: FK-Lot #8, 1 SANCTUARY PLACE, Tybee_ST docs (5-10-2018) .pdf Good day George & Lisa. Please see attached a site plan. Have picked (9) nine existing elevation points and it averages 6.49'(nav88). Would suggest 6.50'(Nav88) as average existing grade. Please review, verify and advise. Many thanks, pad d ''eia Building Designer & Planner 2 Edgewood Road Savannah, Georgia 31404 0. 912-236-5757 C. 912-547-1300 www.deLevis.com 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. The recipient should check this email and any attachments for the presence of viruses. The SENDER accepts no liability for any damage caused by any virus transmitted by this email � 0 fi;\4 1 VlapViewer - Savannah Area GIS http://www .sagis .org/Home/Map Parcel Search Sele ct by: Name First Name: Last Name: Sea rc h 29 30 31 rig 381 Lisa Schaaf From: Sent: To: Cc: Subject: Downer Davis <dkdbus@gmail.com> Wednesday, July 18, 2018 8:00 AM Mark Boswell George Shaw; Lisa Schaaf; Frank Koncul; Paul DeLevis Re: no. 1 sanctuary revisions Lisa & George, Mark's revisions from 3 business days ago (13JUL2018) are acceptable to me. I'll work up my invoice and concurrence in the next few minutes. To ALL: • For whatever reason, once again, I believe some proposed elevations may not have populated on my screen. Could be difference in pdf programs. No matter; the top of slab beneath the building, with a straight grade to the existing edge of pavement works OK. • I caution the Contractor that the pool contractor needs to be aware of the minor lip around the edge of the pool to route runoff parallel to the property lines, towards the roads. I may have missed a lip detail on the plans. Downer On Fri, Jul 13, 2018 at 12:14 PM, Mark Boswell <lahbos@bellsouth.net> wrote: Downer Davis (912) 695-7262 dkdbus@gmail.com 1 DESIGN CALCULATIONS AND HYDROLOGY REPORT FOR THE Frank Koncul Residential Project No. 1 Sanctuary Place Tybee Island, Georgia FOR Frank Koncul Saltwind Construction 2 Sounding Point Retreat Savannah, Georgia 31411 July, 2018 ORG I yy� t; ` Bps AMP q�,�STE s"No, 28:72 PROFESSIONAL 'Yi7 sv¢ BOSWELL DESIGN SERVICES, INc. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-897-6932 LAHBOS@BELLSOUTH. NET -- - ) Enter Map Title co LOT 12 (1.6. 60 (sit 1A ° \t5� 50 `E, 12 ,s\ , Q�) a 11 '� (3) 50.. 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Information System (SAGI Source, Esri, HEWS, Garmin, USGS, Intermap, INCITEMENT P, NRCan, EsrI Japan METI, Esri China (Hong Kongj, ERA Korea, Esri (7herand , NGCC. CT• OponSbeelMap contributors and the GIS User Com -Felo ty Enter Map Title ;1) e3 ,\62- 370 371 LOT 12 3g %r NJ ---- LOT 11 95 \ e 1°2 369 \ 9° t\ 368 .a LOT 9 LOT 10 378 367, LOT 7 <0 `,., 366 (1,) LOT k2Pc 0 '13 Lo kb ., 384 2� 61 LOT 5 10---- \,---- 33 (4)`- Ng — ? 377 (3) 375, OT 3 ` ic0 376 .11 AC 386 - LOT 1 `' 12 AC ONP� v' do 00 385 (6) Ag) '7,b T:.1 1 (1) •• T5) (5) s,�' ' t�,p 12 PG 6� -� 16 �.a1 - -; 5' PTV 9 ,` (3) `� 2$ -rn (2) O''\) 01 c.71 V\ P� 65 4 —6 PG N �9 rah LOT 2 2 r7 o 1A p l51 --- 5° \ 12 lcl 5° 10 e e`a�11 5° 17 (3) 5° . (2) v) °°031 N21 18 LOT 4 —i `� 5 d— u^ 1 4 (nom Parcels Outline AE - Inside the 100 year Flood Zone, w/ Base Flood Elevation (BFE) established A- Inside the 100 year Flood Zone, w/ no BFE established AE Floodway - Inside a Regulatory Floodway, with BFE established VE - Inside the 100 year Flood Zone w/ Velocity Hazard w/ BFE established X_500 - Inside the 500 year Flood Zone X - Outside the 500 year Flood Zone • ro roz 110 1B 24 (1) 25 C (2) 1 ti AC — gS 86 921 26 �I� (3) 1 10 AC \______ _ 62 0.01 31 (3) 19 aG, 20 (1415) N AC AE 13 32 (4) 1!AC 33 .17 AC 149 74 75 30 (2) (1)29 o Ac 7L d 0.02 Miles C 0.04 0 55 110 Free 221 www.SAGIS.o Savannah Area Geographic Information System (SAGI Matrices. Esn. -MERE, G,ers,n USGS, Inlermep, INCREMENT P, NRCan, Esri Japan, EIETI, Esti China (Hong Kong), Esri K,- ea, Esri (Thailand). NGCC. (§ OpenStreotMap contributors. and the GIS User Community • SAGS NAlu;s NO 4VARUANTY. REPRESENTAVON. OR GUARANTY AS TO THE CONTEN1, SEQUENCE, ACCURACY TIMELINESS. CR _ _-V. Y 1. FTENESS OF ANY CF THE DATABASE CFORNATION PROVIDED 1.1 19Ft PIN: 4-0022 -01 -379 Ou„mer5 Name: COASTAL ISLAND DEVELOPMENT CO Owner's Address I: Oc✓net's Address 2: 1580 SPINNAKER DR Owner's Address 3: City. ALPIIARETTA 5iate: GA Zip Code: 30005 Property Address: I SANCTUARY PL TYI3EE ISLAND Street Lighting: Municipal Code: 4 Nerghhor/iood Code: 190 12 Land Units: I Land Frontage: 0 land Depth: 0 Land Type: LT Real Estate Valr:e: 35000 Land Value: 135000 Building Value: 0 Property Class: R Land Use Code: 9 I Sale Price: 582000 Sale Year. 2004 Sale Month: OG Sale Pay. 14 Transit Code: 0 APC Code: Commercial Category Agent: Total Assessment: 54000 legal Description : 101 8 THE SANCTUARY PHASE 2 legal Description 2: i'z=.L 3 I P 80 . 12 ac Sale or Book: 27. 0 Sale or Page: 0269 Base Year Value: 0 Base Year Value :rr/ CPI: 0 CAMA Land Value: 35000 LAMA Building Value: 0 LAMA Total Value: 135000 Calculated Acreage: 0. 12 Owner Name: Null Full Address: I SANCTUARY PL 7YBFF ISLAND Property Address 2: SANCTUARY PI TYOCE ISLAND Property Zip Code: 3 1328 Calculated Zoning: R-2 Zoning Description: One and Two Family Res,cdencesy Alderman: Null Commissioner. 4 Neighlaos iooc% Null Land Use: Null Calculated Flood Zone: AE Elementary School: Howard Elementary School Middle Schook Coa5t,CI Ivilddle School Nigh School: Islands H,1h School Voter Prec,ncc . 4 -IOC Alder Text: Null layerName: Parcels Outline REPORT HYDROLOGY REPORT For The Frank Koncul Project No. 1, Sanctuary Place Tybee Island, Georgia SITE NARRATIVE AND SITE CONDITIONS The existing site is vacant, the site has several trees and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project will be the construction of a new residential structure and will have grading and utilities. The total site is approximately 0.12 acres with the new project being approximately 0.09 acres disturbed. Detention will not be required for this project. The soils in this area have been classified by the Soil Conservation Service as being CuC ( Chipley Urban Complex ) and Om ( Osier Fine Sand) . PRE DEVELOPMENT SITE CONDITIONS The existing site will be treated as one drainage area. The existing drainage area consists of 0.12 acres which drains predominantly to the north side of the property. The existing storm water run-off volume currently leaving the site will be the maximum allowed to impact any adjacent property during post developed storm events. POST DEVELOPMENT SITE CONDITIONS The proposed site will be treated as one drainage area. New drainage is collected on site by sheet drainage and new swales into the existing Tybee right of way and existing inlet. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre -development and post -development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE -DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POST -DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE -DEVELOPMENT SLOPE = SEE EXHIBITS POST DEVELOPMENT SLOPE = SEE EXHIBITS TIME OF CONCENTRATION PRE -DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST -DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff, which is encountered due to new impervious area is displayed in the summary table at the end of this report. Run-olT calculations accompany this report. DRAINAGE SUMMARY TABLES AND ALLOWABLE RUN-OFF CALCULATIONS DRAINAGE AREA 1 YEAR 2 YEAR 5 YEAR 10 YEAR 25 YEAR 50 YEAR 100 YEAR E -DA 0.34 0.40 0.50 0.61 0.72 0.83 0.94 N -DA 0.38 0.44 0.54 0.65 0.76 0.87 0.97 TOTAL INCREASE IN RUN-OFF 0.04 0.04 0.04 0.04 0.04 0.04 0.03 DRAINAGE EXHIBITS SANCTUARY PLACE SSMH TOP 6.54 IE 1.35 RCP BENCHMARK: SPIKE IN 17" PINE = ELEV 6.81'�".--i NAVD 1988 �,l' T,1 1" . � •�',,; N 64'45 4 E ( GI \ TOP 5.1 5 5a �60 x x 0 i $a 't fl S64'45'43"W 47.43' LOT 4 /r 1 f ea / Q6 O Co BYERS STREET SANCTUARY PLACE TOP�5.12 15" RCP TOP 5.14 9ENCHMARK: SPIKE IN 17" PINE = ELEV 6.81' NAVD 1988 z. "1a N64'45'43'E 47. 6'+ 1fl S64 45'43"W 47.49' LOT 4 II 1t 6,4 BYERS STREET 60' R/W DRAINAGE HYDROGRAPHS 1 2 5 6 7 Project: FK-SANC-PRE-DEV,GP IDF: Sample.idf 7 hyd's 07-05-2018 Hydrograph Summary Report Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (ym) Inflow hyd(s) 1 SCS Runoff 0.34 1 726 1,210 2 SCS Runoff 0.40 a 1 726 1,405 3 SCS Runoff 0517 1 726 1,803 4 SCS Runoff 0.61, 1 726 2,209 5 SCS Runoff 072 1 726 2,620 6 SCS Runoff 0.83 1 726 3,034 7 SCS Runoff 0.94 , 1 726 3,451 1 5 10 25 50 100 Proj. file: FK-SANC-PRE-DEV.G WIDF file: Sample.idf Maximum elevation (ft) Page 1 Maximum storage (cuft) r Hydrograph description FK-SANC-PRE-1-YR FK-SANC-PRE-2-YR FK-SANG-PRE-5-YR FK-SANC-PRE-10-YR FK-SANC-PRE-25-YR FK-SANC-PRE-50-YR FK-SANC-PRE-100-YR Run date: 07-04-2018 Hydrograph Plot English Hyd. No, 1 FK-SANC-PRE-1-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip_ Storm duration = SCS Runoff = 1 yrs = 0.12 ac = 0.0 % = USER = 4.50 in = 24 hrs Peak discharge = 0.34 cfs Time interval = 1 min Curve number = 84 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type Ill Shape factor = 300 Total Volume = 1,210 cuft 1 - SCS Runoff -1 Yr - Qpt = 0.34 cfs Time (hrs) ,' Hyd. 1 Hydrograph Plot English Hyd. No. 2 FK-SANG-PRE-2-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 2 yrs = 0.12 ac = 0.0 % = USER = 5.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 = 0.40 cfs = 1 min = 84 = Oft Total Volume = 1.405 cuft 2-SCS Runoff - 2 Yr - Qp = 0.40 cfs Time (hrs) 'Hyd.2 Hydrograph Plot English Hyd. No. 3 FK-SANC-PRE-5-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 5 yrs = 0.12 ac = 0.0 % = USER = 6.00 in = 24 hrs Peak discharge = 0.50 cfs Time interval = 1 min Curve number = 84 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type Ill Shape factor = 300 Total Volume = 1,803 cuft 3 - SCS Runoff - 5 Yr - Qp = 0.50 cfs Time (hrs) ,% Hyd. 3 Hydrograph Plot English Hyd. No. 4 FK-SANC-PRE-10-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 10 yrs = 0.12ac = 0.0 % = USER = 7.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) = 6 min Distribution = Type Ill Shape factor = 300 = 0.61 cfs = 1 min = 84 =oft Total Volume = 2,209 cuft 4-SCS Runoff - 10 Yr - Qp = 0.61 cfs 10 Time (hrs) Hyd. 4 Hydrograph Plot English Hyd. No. 5 FK-SANC-PRE-25-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 25 yrs = 0.12 ac = 0.0 % = USER = 8.00 in = 24 hrs Peak discharge = 0.72 cfs Time interval = 1 min Curve number = 84 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 2,620 cult 5 - SCS Runoff - 25 Yr - Qp = 0.72 cfs Time (hrs) Hyd. 5 Hydrograph Plot English Hyd. No. 6 FK-SANC-PRE-50-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 50 yrs = 0.12 ac = 0.0 % = USER = 9.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) = 6 min Distribution = Type Ill Shape factor = 300 = 0.83 cfs = 1 min = 84 = Oft Total Volume = 3,034 cuft 6 - SCS Runoff - 50 Yr - Qp = 0.83 cfs 10 Time (hrs) Hyd. 6 15 20 25 Hydrograph Plot English Hyd. No. 7 FK-SANG-PRE-100-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 100 yrs = 0.12 ac = 0.0 % = USER = 10.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) = 6 min Distribution = Type Ill Shape factor = 300 = 0.94 cfs = 1 min = 84 = Oft Total Volume = 3,451 cuft 7 - SCS Runoff - 100 Yr - Qp = 0.94 cfs Time (hrs) ,;�" Hyd. 7 1 2 Project: FK-SANC-POST DEV.GV F: Sample.idf 4 5 7 hyd's 6 07-05-2018 f Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 SCS Runoff 0.38 1 726 1,374 1 ---- ---- -- FK-SANC-POST-1-YR 2 SCS Runoff 0.44 1 726 1,577 2 --- ---- --- FK-SANC-POST-2-YR 3 SCS Runoff 0.54 1 726 1,988 5 -- --- -- FK-SANC-POST-5-YR 4 SCS Runoff 0.65 1 726 2,404 10 ---- ----- ---- FK-SANG-POST-I0-YR 5 SCS Runoff 0.76 1 726 2,823 25 -- -- ----- FK-SANC-POST-25-YR 6 SCS Runoff 087_ 1 726 3,244 50 ---- ----- --- FK-SANC-POST-50-YR 7 SCS Runoff 0.97 1 726 3,667 100 -- -- ----- FK-SANC-POST-100-Y PPS - D£>t Proj. file: FK-SANG-POST-DEV. PV1DF file: Sample.idf Run date: 07-04-2018 Hydrograph Plot English Hyd. No. 1 FK-SANG-POST-1-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 1 yrs = 0.12 ac = 0.0 % = USER = 4.50 in = 24 hrs 0.4 0.3 C.) a 0.2 0.1 0.0 Peak discharge = 0.38 cfs Time interval = 1 min Curve number = 88 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type Ill Shape factor = 300 'I - SCS Runoff Yr - Qp 5 10 Time (hrs) Hyd. 1 Total Volume = 1 374 cuft 0.38 cfs 15 20 25 Hydrograph Plot English Hyd. No. 2 FK-SANC-POST-2-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 2 yrs = 0.12 ac = 0.0 % = USER = 5.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) = 6 min Distribution = Type Ill Shape factor = 300 = 0.44 cfs = 1 min = 88 = Oft Total Volume = 1,577 cuft 2 - SCS Runoff - 2 Yr - Qp = 0.44 cfs Time (hrs) / Hyd. 2 Hydrograph Plot Hyd. No. 3 FK-SANC-POST 5-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0 = SCS Runoff = 5 yrs = 0.12 ac = 0.0 % = USER = 6.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 = 0.54 cfs =1min = 88 = Oft English Total Volume = 1,988 cuft 3- SCS Runoff -5Yr-Qp=0.54cfs 5 10 15 20 Time (hrs) Hyd. 3 25 Hydrograph Plot English Hyd. No. 4 FK-SANC-POST-10-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 10 yrs = 0.12 ac = 0.0 % = USER = 7.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 = 0.65 cfs = 1 min = 88 = Oft 0.8 0.6 (1) v a 0.4 0.2 0.0 0 Total Volume = 2,404 cuft 4 - SCS Runoff -10 Yr - Qp = 0.65 cfs 5 10 Time (hrs) Hyd. 4 15 20 25 Hydrograph Plot Hyd. No. 5 FK-SANC-POST25-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 25 yrs = 0.12 ac = 0.0% = USER = 8.00 in = 24 hrs 0.8 0.6 ,62 0.4 0.2 0.0 0 Peak discharge = 0.76 cfs Time interval = 1 min Curve number = 88 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type Ill Shape factor = 300 English Total Volume = 2,823 cuft 5 - SCS Runoff - 25 Yr - Qp = 0.76 cfs 5 10 Time (hrs) Hyd. 5 15 20 25 Hydrograph Plot English Hyd. No. 6 FK-SANC-POST- Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration 50-YR = SCS Runoff = 50 yrs = 0.12 ac = 0.0 % = USER = 9.00 in = 24 hrs Peak discharge = 0.87 cfs Time interval = 1 min Curve number = 88 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 0 Total Volume = 3,244 cuft 6 - SCS Runoff - 50 Yr - Qp = 0.87 CfS 10 Time (hrs) Hyd. 6 15 20 25 Hydrograph Plot Hyd. No. 7 FK-SANC-POST 100-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 100 yrs = 0.12 ac = 0.0 % = USER = 10.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor 1.0 0.8 is) 0.6 a 0.4 0.2 0.0 0 English = 0.97 cfs = 1 min = 88 = Oft =6min = Type Ill = 300 Total Volume = 3,667 cuff 7 - SCS Runoff - 100 Yr - Qp = 0.97 cfs 5 10 Time (hrs) Hyd. 7 15 20 25 SWALE CALCULATIONS Worksheet for FK-SANG-SWALE-A Project Description Friction Method Solve For Input Data Manning Formula Normal Depth Roughness Coefficient p25 Channel Slope 1.18000 Left Side Slope 3.00 ft/ft (H:V) Right Side Slope 3 00 ft/ft (H:V) Bottom Width 1.00 ft Discharge 0.49 ft Js .-» I(2 S I iii 600 Results Normal Depth 2.24 in Flow Area 0.29 ft2 Wetted Perimeter 2.18 ft Hydraulic Radius 1.60 in Top Width 2.12 ft Critical Depth 0.16 ft Critical Slope 0.01895 ft/ft Velocity 1.69 ft/s Velocity Head 0.04 ft Specific Energy 0.23 ft Froude Number 0.80 Flow Type Subcritical GVF Input Data Downstream Depth Length Number Of Steps 0.00 in 0.00 ft 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 2.24 in Critical Depth 0.16 ft Channel Slope 1.18000 c. ca.\ Bentley Systems, Inc. Haestad Methods SohRasrtlepme wMaster V8i (SELECTseries 1) [08.11.91.03J 7/4/2018 2:44:16 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for FK-SANC-SWALE-A GVF Output Data Critical Slope 0.01895 ft/ft 7/4/2018 2:44:16 PM Bentley Systems, Inc. Haestad Methods SolLR itlepf+1ewMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Worksheet for FK-SANC-SWALE-S Project Description Friction Method Solve For Input Data Manning Formula Normal Depth s Roughness Coefficient 0.025 Channel Slope 1.38000 Left Side Slope 3.00 ft/ft (H:V) Right Side Slope 3.00 ft/ft (H:V) Bottom Width 1.00 ft Discharge 0.49 ft3/s ----j Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity. Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Subcritical 2.15 in 0.27 ft2 2.13 ft 1.55 in 2.07 ft 0.16 ft 0.01893 ft/ft 1.78 ft/s 0.05 ft 0.23 ft 0.86 Downstream Depth 0.00 in Length 0.00 ft Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope 7/4/2018 2:44:57 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 0.00 in 0.00 ft Infinity ft/s Infinity ft/s 2.15 in 0.16 ft 1.38000 % lb. sire (iDo 0. Bentley Systems, Inc. Haestad Methods SofIRbOrtlepFtewMaster V8i (SELECTseries 1) [08.11.01.03] Worksheet for FK-SANC-SWALE-B GVF Output Data Critical Slope 0.01893 ft/ft 714/2018 2:44:57 PM Bentley Systems, Inc. Haestad Methods SolIR 31tI fitewMaster VBi (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 PIPE CALCULATIONS Worksheet for FK-SANC-PIPE Project Description Friction Method Solve For Manning Formula Normal Depth Input Data Roughness Coefficient 0.010 Channel Slope 1.23000 % Diameter 8 00 in Discharge 0.49 ft3ls /1 71 TE � ©O R Results Normal Depth 2.90 in Flow Area 0.11 ft' Wetted Perimeter 0.86 ft Hydraulic Radius 1.59 in Top Width 0.64 ft Critical Depth 0.33 ft Percent Full 36.3 % Critical Slope 0.00413 ft/ft Velocity 4.28 ft/s Velocity Head 0.28 ft Specific Energy 0.53 ft Froude Number 1.79 Maximum Discharge 1.87 ft3/s Discharge Full 1.74 ft3/s Slope Full 0.00097 ft/ft Flow Type SuperCritical GVF Input Data Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 36.31 0/0 Downstream Velocity Infinity ft/s Bentley Systems, Inc. Haestad Methods Soli@imtlephiewMaster V8i (SELECTseries 1) [08.11.01.03] 7/4/2018 2:39:46 PAR 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for FK-SANC-PIPE GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 2.90 in Critical Depth 0.33 ft Channel Slope 1.23000 Critical Slope 0.00413 ft/ft 7/4/2018 2:39:46 PM Bentley Systems, Inc. Haestad Methods Sol ir/rtl0jefifewMaster V8i (SELECTseries 1) (08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 1 SOILS 3Y Cirri a fi N ■L a 20 tee t�� iii 03 Map 0r0"-0 1: v Malabar y cocni.wres: ',AGSM tm Edge ti.: UM zone 17N vdt,^5sq 515190 I flop rn;,y ria 5T3A70 Sod Map --Bryan and Chatham Counties, Georgia 2 S132t0 5132) 513ZL Si3N0 B f 513253 513203 513270 s1dN7 12° 1 LS N 513191 51220] 1 513210 51;5'x20 Map SR*: I: eadended on A 4vatscape(1.1"x 8.51 shat a 5 t sirs Natural Resources ;ass Conservation Service 10 m Moms aa 513240 ,3250 s,4'4 Si327f1 Web Soil Survey National Cooperative Soil Survey a 7/5/2018 Page 1 of 3 B S' V N Soil Map —Bryan and Chatham Counties, Georgia MAP LEGEND MAP INFORMATION Area of Interest (AOI) U Area of Interest (AOI) Soils Soli Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Q. Blowout Borrow Pit n. Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Menh or swamp Mine or Cuarry - Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sadie Spot Spoil Area Stony Spot Very Stony Spot Mat Spot Other Special Line Features Water Features Streams and Canals Transportation e c t Rails Interstate Highways US Routes Mayor Roads Local Roads Background big Aerial Photography The soil surveys that comprise your A01 were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale an each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey IJRL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA -N RCS certified data as of the version date(s) listed below. Soil Survey Area: Bryan and Chatham Counties, Georgia Survey Area Data: Version 11. Sep 15 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 21, 2014 —Nov 23, 2017 The orthophoto or other base map on which the sail lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shilling of map unit boundaries may be evident. Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Surv=.Y 7/5/2018 Page 2 of 3 Soil Map —Bryan and Chatham Counties, Georgia Map Unit Legend Map Unit Symbol Cuc Om Totals for Area of Interest Map Unit Name Chipley-Urban land complex Osier fine sand Acres in AOI Percent of AOI 0.3 37.6% 0.6 62.4% 0.9 100.0% i )a Natural Resources Web Soil Survey gift Conservation Service National Cooperative Soil Survey Paggee 3 o of 3 3 3 FEMA National Flood Hazard Layer FIRMette FEMA Legend 32'1'3(160"N Feet 1:6,000 .3Z' 1 U.UU 1,1 MIN CAL 'FL00D HAND 0 250 500 1,000 1,500 2,000 N.lonal `Ap 4 hMirhpcter, Da a refre shet1 Qc. Io1, A, 2017 SEE EIS REPORT FOR DETAILED LEGEND AND IN DEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS OTHER AREAS OF FLOOD HAZARD wt, c V :71l ib ou o fND SCREEN Without Bas e Flood Elevation (BFE) zone ,e V With BEE or Depth znnn A£, ,=e Regulatory Flood way 0.2 % Annual Chance Flood Hazard, Area: of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Future Conditions 1% Annual Chance Fl ood Hazard 'or,: Area with Reduced Fl ood Risk due to Levee. See Notes. Area with Fl ood Risk due to Leveez Area of Minimal Flood Hazard o Effective LO MRs OTHER AREAS I Area of Undetermined Flood Hazard GENERAL ---- Channel, Culvert, or Storm Sewer STRUCTURES 1 1 1 1 1 1 1 Levee. Dike, or Flo odw all OTHER FEATURES MAP PANELS © 20'2 Cross Sections with 1% Annual Chance tL.s Water Surface Elevation C — — Coastal Transect Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary --- Coastal Transect Baseline — — Profile Bas eline Hydrographlc Feature Digital Data Available No Digital Data Available Unmapped The pin displayed on the map is an approximate point selected by the user and d oes not represer an auth oritative property location, This map complies with FEMA's standards for the use of digital flood maps if it is not void as described bel ow. The basem ap shown complies with FEMA's basemap accuracy standards The flood hazard information Is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 3 ::018 0.06:00 +' `a and does not reflect ch anges or amendments subsequent to this date and time. The NFHL and effective Information may change or become superseded by new data over time. This map Image is void if the one or more of the f ollowing map elements do not appear: basemap Imagery, flood zone labels, leg end, scale bar, map cr eation d ate, community identifiers, FIRM panel number, and FIRM eff ective dat e. Map images for unm apped and unm odernized areas cannot be used for regulatory purposes . DATE ISSUED: 07-12-2018 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 TREE REMOVAL 1 SANCTUARY PL FRANK KONCUL 1 SANCTUARY PL TYBEE ISLAND GA 31328 FRANK KONCUL 1 SANCTUARY PL ndV TYBEE ISLAND GA 31328 \`1 " O,e/ /<qv ‘0bk ' P $ 0.00 PROJECT VALUATION $ 0.00 PERMIT #: 180513 TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 78675539 www.cityoftybee.org DATE ISSUED: 07-12-2018 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 TREE REMOVAL 1 SANCTUARY PL FRANK KONCUL 1 SANCTUARY PL TYBEE ISLAND GA 31328 FRANK KONCUL 1 SANCTUARY PL TYBEE ISLAND GA 31328 P $ 0.00 PROJECT VALUATION $ 0.00 PERMIT #: 180513 TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Ty bee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND TREE REMOVAL PERMIT APPLICATION Telephone: (912) 786-4573 • Fax: (912) 786-9539 Address of Property 1 Sanctuary Place ¥..• (Jo ; -- Q (-3 7`? Owner's Name Frank Koncul Applicant's Name Saltwind Construction Co. Owner's Address 1 Fore Royal Circle, Say, Ga. 31411 Applicant's Address 1 Fore Royal Circle, Say, Ga. 31411 Owner's Telephone 912-398-1161 Applicant's Telephone 912-398-1161 REQUIREMENTS FOR TREE REMOVAL • A density of 3 trees per 4,500 square feet is required. All trees with a 6 inch diameter at 4.5 feet above the ground count toward the density. • Significant trees must be replaced inch -for -inch in like species with minimum 2 -inch diameter trees or be otherwise mitigated. • By accepting the Tree Removal Permit, the property owner and the applicant agree to comply with all requirements of the tree ordinance including mitigation requirements, planting specifications and tree survival requirements. APPLICATION X Scaled plot plan showing location, size and species REQUIREMENTS of all trees on the lot which have a diameter of 6 inches or all proposed improvements, and property setbacks. replacement trees. more at 4.5 feet above ground, all existing improvements, X _ Mark all trees proposed for removal. _ ,x_ Mark the planting location, size and species for all proposed Explain the species of tree(s), the reason for removal, and the location of the tree(s) New single family residence. -ova of(2)-twu pi' n; trees-(norr-signifikant). Planting (4) four significant trees as siown on attached Tree Mitigation Plan ST3, Dated July 10, 2018. Compliance with Tybee Ordinance 7-050A I have reviewed the Tybee Island Land Development Code, Article 7, Tree Removal Regulations, and hereby agree to comply with the provisions thereof. I understand a permit application may require 5 business days to process. Owner or Applicant Signature aa ill al 'evi ' Date July 10, 2018 Owner or Applicant Printed Name Paul B. deLevis for Frank Koncul of Saltwind Construction Co. R'c1uirc<1:' Li NO I _}rPmat Palms TOT -IL APPROVED DENIED 7F NOTES CA—J1c—C-- 014 Al'fit.'11 1-7g‘ilea' oue6tJ