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Home My Public Portal AboutFISHERMANS WALK_5A-2.pdfGENERAL NOTES: I. IN MY O PINIO N IN ACCO RDANCE WITH F. I.R.M. MAP NO . 13051CO213/214G, REVISED AUGUST 16, 2018, THIS PRO PERTY DOES FALL W ITHIN A SPECIAL FLOOD HA ZA RD AREA (ZON E "AE -9"). 2. NO GUARANTEE, EITHER STATED OR IMPLIED 15 M ADE THAT THIS PROPERTY 15 NO T S UBJECT TO EASEMENTS, CLAIMS, PRESCRIPTIO NS, RESTRIC TIONS, SUBSURFACE CO NDITIO NS, OR ANY O THER MA TTERS OF 17TLE THAT ARE NOT VISIBLE, NOT D ISCLOSED, NOT DISCOVERED DURING THIS SURVEY OR BY TITLE EXAMINATION. THIS SURVEY WAS CONDUCTED, PREPARED AND ISSUED WITHOUT BENIFIT OF ANY TITLE EXAMINATION. 3. THIS PLAT WA S PREPARED FO R THE EXCLJSIVE USE OF THE PARTIES OR ENTITIES NAM ED HEREO N AND THE CERTIFICATIO N DOES NO T EXTEND TO ANY O THERS WITHOUT RE -CERTIFICATIO N BY THE UNDERSIGNED , 4. THIS SURVEY IS NOT VALID WITHOUT OR IGINAL SIGNATURE. DECLARA TION IS MADE ON THE DA TE INDICATED AND TO THE PERSO N OR ENTITY SHO WN. SURV EY 15 NOT TRA NSFERAB LE TO ADDITIONAL PERSO NS, ENTITIES, INSTITUTIO NS OR SUB SEQUENT O WNERS 5. NO WETLAND OR ENVIRO NMENTAL ISSUES HAVE B EEN ADDRESSED ON THIS PLAT. E. U NDERGROUND FEATURES ARE LOCA TED IN THE FIELD WHERE POSSIBLE BUT NO GUARANTEE CAN BE MADE AS TO LOCATION OR THAT ALL UNDERGRO UND FEATURES ARE SHOWN. 8. PO RTIO NS OF THE METES AND BO UNDS SHOWN M AY HAVE SEEN TAKEN FROM FIATS AND/OR DEEDS OF RECO RD AND HAVE NOT BEEN VERIFIED BY FIELD SURVEY. 9. HO RIZONTAL DA TUM = GEO RGIA STATE PLANE (EAST ZO NE NAD 83) 10. ANY VERTICAL INFORMATION SHOW N/INDICATED ON THIS PLAT 15 NOT INTENDED FOR C ONS TRUC TION PUR POS ES . II. THE TERM " CERTIFICATIO N" AS USED IN RULE 180-6-. 0912) AND (3)" AND RELATING TO PRO FFESSIONAL ENGINEERING OR LAND SURVEYING S ERVICES, AS DEFINED IN O. C.G.A. 43-15-2(6) AND (II), SHALL MEAN A SIG NED STATEMENT BASED UPO N FACTS AND KNOWLEDGE KNO W TO THE REGISTRANT AND 15 NOT A GUARANTEE OR W ARRANTY, EITHER STATED OR IM PLIED. N/F DUCEY 1613 CHATHAM AVENUE 4-0010-04-002 N 48°33'29" E 3.61' 5/8" REBAR 5/8" FOUND K EBAK FOUND a MU LTI STO RY RESIDENCE / / /27160.31 2:1 063494. 48 518 ' REBAR FOUND 5/8" HE NNA 5E7 a F I 3 .0 S N/F DURRENCE 1615 CH ATHAM AVENUE 03 L OT 7-A / 4-0010-04-016 PREVI OUS 6247.51 SQ. FT. / 0.143 ACRES iTA F NEW 6871 .80 SQ . FT . / 0.160 ACRES FORMER PART 5 FISHERMANS WALK A LOT 7- B-1/ 4- 0010-04-018 710.53 SO . FT . 9��0 0.018 ACRES 20< OA 18. N / RAI SEU>' / CARRIA GE / HOUSE N \ N ( A9 -BUILT \ N(GR OUND TO RO OF PE/W N = 22 .2') / \\ / N./ WF BRI AN BELL 5 FISHERMANS WALK LOT 7-B-1 / 4-0010- 04-018 PREVIOUS 10324.74 SQ. FTJ0.237 ACRES REMAINDER 9614.21 S Q.FT. / 0.221 ACRE S °J 5/8 " REBAR FOUND \23 a 0 20 0 SCALE: I" = 20' 40 60 5/a, REBAR FOUND ASPHALT PAVE MENT N:7270 29.5 2:10635: 4P ASPHALT PAVEMENT REFERENCES, I. PRB 195-976 2. PRB 45P- 86 O 0 O z 70 `O R G /9 a� �) ep a NO' * PRO F NAL `T 0 Q of"v ey F\ �'F' M ,F�� C ONSTRUCTION AS - BUILT TRANSFER OF A 0.016 ACRE TRACT BEING A PORTI ON OF EXISTING L OT 7 -B -I AND BEING BEING TRANSFERED TO EXISITNG LOT 7- A, KN OWN AS 1615 CHATHAM AVENUE, TY BEE ISL AND, CHATHAM COUNTY, GE ORGIA PREPARED FOR BRIAN BELL si I T - M. G FS/GIS /S URV EY 374 E2 912 -G E DRIVE, SAVANNAH, GEORGIA PH A: 912 354-G 4145 FAX: 912-354-6560 MITR374MCOM CAST.NET 0' FIEL D: 08/13/2018 REVISION DATE: SHEET I OF 1 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 8/20/2019 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 #: 180303 PROPOSED USE: NEW DUPLEX OCCUPANCY TYPE: P CONTACT NAME BRIAN BELL CONTACT ADDRESS 5 FISHERMANS WALK CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 5A FISHERMANS WALK APPROVED BY: b �u P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org uilding Permit Number I ~ 0 3 3 Applicant's Name: Ytair, „ j 1 Owner's Name: B Y 10.v j3 e Site Address, Tax#, Parcel#: Fs� S /� Address: 574. pi w ay, Telephone: Q-5 p _ 3S-' — 3 cx O Telephone: —3 Sr7 — 300g 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 BFE 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? 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? 2. The development meets the setback requirements of the ordinance? 3. If 2 above was "no", has a No -Rise Certification been submitted? 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 b or NO or NO or NO YES or NO YES or NO YES or NO YES OR NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO Date: g- 1? Permit # Job Address CERTIFICATE OF OCCUPANCY REQUIREMENTS 8 -0303 S F� shto.vncv\s ✓Ua.� Job Name By Ow»er/Contractor post house number (and unit numbers if applicable) no attic storage signs, if applicable Energy Code Compliance Certificate pass Final Building inspection Elevation Certificate, Finished Construction As -built Survey Height Certification, if required Drainage Certification from Project Engineer Nonconversion Agreement (attached) —must be recorded with Chatham County Breakaway Wall Certificate (V -Zone only) Mitigation of Trees Payment of outstanding fees, if applicable By 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. IVA Drainage Certification from the City's Consulting Engineer Drainage Certification from the Director of Public Works Department FEMA Inspection from Planning & Zoning Manager 9 BRIAN DELL MULTI -STORY RESIDENTIAL STRUCTURE 5 FISHERMA NS WA LK LO T 7-3-1/ A-0010-04-OIO AE4 S FEM A SPECIAL FLOOD HAZA RD ZON E AE43 SCALE: I" = 20' N/F DUCEY 1613 CHATHAM AVENUE 4-00 10 -0 4-002 REFERENCES: I. PRO 195-978 ASPHALT PAVEMENT NEW TWO STORY CA RRIA GE SOUSE PP ELEV.= 15.4• (PRIM ARY UV ING SPA CE/ WALK/ FP ELEV. - 0.5' (LO WER PARKING LEVEU ROOP HEIGST. 28. 2' N/F DURRENC E MULTI -STO RY RESIDENTIAL STRUCTURE 1615 CHATHAM AVENUE 4-0010-04-0 16 ASPHALT PAVEMENT ASPH ALT P AVEMENT SPHALT WEMENT GP5 /G15 /5U RVEY 374 GASTRIDGE DRIVE, SA VA NNAH, GEORGIA PHONE: 912-354-4145 POE, 912-354-6560 EMAIL, MITR374 @, C OMC AST. NET 'LAT: 08/20/2019 FIELD: 08/1 9/2019 REVISI ON DATE: SHEET I OF I U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insur OMB No. 1660-0008 Expiration Date: November 30, 2018 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name BRIAN BELL AND CONNIE WHITAKER-BELL Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5 FISHEMANS WALK (CARRIAGE HOUSE) Company NAIL Number: City State ZIP Code TYBEE ISLAND GEORGIA 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) CHATHAM COUNTY PIN 4-0010-04-018 / LOT 7-B-1 SD OF LOT 7B WARD 6 TYBEE IS. A4. Building Use A5. Latitude/Longitude: A6. Attach at least A7. Building Diagram A8. For a building a) Square footage b) Number of c) Total net area d) Engineered A9. For a building a) Square footage b) Number of c) Total net area d) Engineered (e.g., Residential, Non -Residential, Addition, Accessory, Lat. N31 '59 ' 32.43 " LongW$ 0 ° 51 10 etc.) RESIDENTIAL . 15 " Horizontal Datum: insurance. above grade ❑ NAD adjacent grade N/A 1927 in NAD 1983 N/A 2 photographs Number with a crawlspace of crawlspace permanent flood of flood openings flood openings? with an attached of attached permanent flood of flood openings flood openings? of the building if the 5 Certificate is being used to obtain flood N/A sq ft or enclosure(s): or enclosure(s) openings in the crawlspace in A8.b or enclosure(s) N/A sq in within 1.0 foot 1.0 foot above adjacent in No N/A sq ft 0 Yes li3 garage: garage openings in the attached garage within in A9.b N/A sq • Yes �x No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number CITY OF TYBEE 135164 B2. County Name CHATHAM B3. State GEORGIA B4. Map/Panel Number 13051 C 0326 B5. Suffix G B6. FIRM Index Date 08/16/2018 87. FIRM Panel Effective/ Revised Date 08/16/2018 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use Base Flood Depth) 9.0 B10. Indicate the source ❑ FIS Profile B11. Indicate elevation 812. Is the building Designation Date: of the Base Flood Elevation ❑ Community Determined for BFE in Item B9: Coastal Barrier Resources (BFE) data or base flood ❑ Other/Source: depth entered in Item B9: N/A © FIRM datum used located in a ❑ Other/Source: Protected N/A • NGVD 1929 © NAVD 1988 System CBRS (CBRS) area or Otherwise Area (OPA)? • Yes © No N/A IN M OPA Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE 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. 5 FISHEMANS WALK (CARRIAGE HOUSE) Policy Number: City State ZIP Code TYBEE ISLAND GEORGIA 31328 Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Rico Cl. Building elevations are based on: 12 Construction Drawings* OBuilding Under Construction* I. Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones A1 —A30, AE, AH, A (with BFE), VE, V1 —V30, V (with BFE), AR, AR/A, AR/AE, Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Benchmark Utilized: VRS NETWORK SOLUTION Vertical Datum: NAVD 88 AR/A1—A30, AR/AH, AR/AO. only, enter meters. Indicate elevation datum used for the elevations in items a) through h) below. NGVD 1929 12 NAVD 1988 ❑ Other/Source: N/A Datum used for building elevations must be the same as that used for the BFE. Top bottom floor (including basement, crawlspace, or enclosure floor) 15.4 Check the measurement used. © feet ❑ meters a) of higher floor N/A 12 feet ❑ meters b) Top of the next the lowest horizontal structural member (V Zones only) N/A © feet ❑ meters c) Bottom of N/A 12 feet ❑ meters d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building 14.8 location in Comments) 12 feet ❑ meters (Describe type of equipment and next to building (LAG) 6.2 © feet ❑ meters f) Lowest adjacent (finished) grade Highest next to building (HAG) 6.2 © feet ❑ meters g) adjacent (finished) grade h) Lowest adjacent grade at lowest elevation of deck or stairs, including 6.2 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 authorized by I certify that the information on this Certificate represents my best efforts to interpret the data available. statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. law to certify elevation information. I understand that any false longitude in Section A by a licensed land surveyor? © Yes ❑ No © Check here if attachments. Were latitude and provided Certifier's Name License Number GEORGE M. FERREIRA GRLS #2607 / G/ " N�; •7 P" �1 '' `"rJ' AL ,,g ,�A �. H = j"e • �`k f '� •' `l �' / 1�,1't Title © GEORGIA LAND SURVEYOR Company Name MITR GIS/GPS/SURVEY Address 374 EAST RIDGE DRIVE City State ZIP Code SAVANNAH GEORGIA 31406 Signature Date Telephone Ext �� 08/15/2019 912-354-4145 Copy all pages oflhis Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) ITEM A5 = GPS/NAD83 ITEM C2 = TRIMBLE GPS/VRS NETWORK SOLUTION ITEM C2e= HVAC OUTDOOR COMPRESSOR UNIT (RAISED PLATFORM) THIS CERTIFICATE DOES NOT ADDRESS THE MAIN RESIDENCE AT 5 FISHERMANS WALK. OMB No. 1660-0008 Expiration Date: November 30, 2018 FEMA Form 086-0-33 (7/15) Replaces all previous editions. ELEVATION CERTIFICATE IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5 FISHEMANS WALK (CARRIAGE HOUSE) City TYBEE ISLAND OMB No. 1660-0008 Expiration Date: November 30, 2018 FOR INSURANCE COMPANY USE Policy Number: State GEORGIA ZIP Code 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 LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1 —E4, use natural grade, if available. Check the measurement used. in Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawispace, or enclosure) is N/A ❑x feet ❑ meters ❑ above or Li below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is N/A feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is E3. Attached garage (top of slab) is E4. Top of platform of machinery and/or equipment servicing the building is N/A N/A N/A ❑x feet ❑ meters O feet ❑ meters ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. Efeet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No Ex Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name N/A Address Signature City State N/A N/A ZIP Code N/A N/A Comments Date Telephone N/A N/A ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) 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. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5 FISHEMANS WALK (CARRIAGE HOUSE) City TYBEE ISLAND State GEORGIA ZIP Code 31328 FOR INSURANCE COMPANY USE Policy Number: 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. 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.) A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. The following information (Items G4 —G10) is provided for community floodplain management purposes. G1. ❑ G2. ❑ G3. ❑ G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet ❑ meters ❑ feet ❑ meters ❑ feet ❑ meters Datum Datum 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 II■I+-wR I HIV I : in rnese spaces, copy the corresponding information from Section A. FOR COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5 FISHEMANS WALK (CARRIAGE HOUSE) City Policy Number: 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. r 4. e' r • .• d �% lr �i , i J4, ,,+ I. Ay. l rl rf. . v t f Mali I ti 9 y 1 �'a t r -- * ,s it .. .. ql , 019 �4 FRONT VIEW REAR VIEW 1 - rte " , / r 11 "„,„""" i ff ,Iau• - _ s ki AUK 08 }019 11_S ti -_ ---, , '. r* 'r�►tu t''' +I. - 1111 RIGHT SIDE VIEW FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5 FISHEMANS WALK (CARRIAGE HOUSE) State ZIP Code GEORGIA 31328 City TYBEE ISLAND OMB No. 1660-0008 Expiration Date: November 30, 2018 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View1' 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. C2E - OUTDOOR HVAC (GROUND LEVEL) C2E - OUTDOOR HVAC NO VENTING PRESENT ASB-D ENGINEERED VENT (YES) (NO) X MODEL NUMBER: N/A VENT LOCATION: STRUCTURE ( ) GARAGE ( ) FEMA Form 086-0-33 (7/15) VENTING NO VENTING PRESENT A8B-D ENGINEERED VENT (YES) (NO) X MODEL NUMBER: N/A VENT LOCATION: STRUCTURE ( ) GARAGE ( ) Replaces all previous editions. Form Page 6 of 6 BOSWELL DESIGN SERVICES INC. OFFICE: 4700 EAST HIGHWAY 80 MAILING : 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 -- 6932 L4HBOSc'SEI I .SOUTH, NET August 14, 2019 George Shaw / Lisa Schaaf Planning and Zoning Tybee Island, Georgia Re : Brian bell Project 5 fisherman's Walk Tybee Island, Georgia George / Lisa, At the request of the Owner, we have inspected the project referenced above for compliance with the approved site plan. After a brief inspection of the project, it is our opinion that the project is in basic compliance with the approved site plan with the exception of final stabilization. The owner stated that the final stabilization in the form of sodding would be installed at the end of the week or the beginning of next week. 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-G932, fax to 897- 2287 or e-mail to lahbos@bellsouth.net. Sincerely, Mark Boswell Georgia Residential Energy Code Compliance Certificate* Address: 5 f'S4ei �; G/4/ (4 Builder/Design Prof.: (j.-, , e Envelope Summary: • List the R -Value for the following components: Flat ceiling/roof: Exterior wall: Attic kneewall: Basement stud wall: Crawlspace stud wall: Foundation slab: Cantilevered Floor: • Fenestration Components: Window U -factor: Skylight U -factor: Glazed Door U -factor: )a 213 NA NA NA NA NA • Building Envelope Tightness (BET): Permit #: Phone: Sloped/vault ceiling: [2-?& Above grade mass wall: NA Attic kneewall sheathing: NA Basement continuous: NA Crawlspace continuous: NA Floors over unconditioned space: f2.3c2 Other insulation: NA Window SHGC: Skylight SHGC: Opaque Door U -factor: (<50% glazed) BET test conducted by: �a/7e- Savtt3 1 EP1esrgy So-Z<,t-t-0-4,a,- Phone: 912-721-2013 Fan Flow at 50 Pascals= / V. b CFM50 Total Conditioned Volume = I g & 7 ft3 ACH50 = CFM50 x 60 / Volume= 62. 196 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: l'4 Phone: Mechanical Summary: Water Heater Energy Factor: Ef Fuel type: ❑ Gas ❑ Electric ❑ Other Number of Heating and Cooling Systems: Heating System Type: ❑ Gas: AFUE El Air -Source Heat Pump: HSPF ❑ Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): Cooling System Efficiency: ❑ SEER ❑ EER ❑ Other Heating/Cooling Load Calculations Performed by: Phone: Total Heating Load (Based on ACCA Man. J or other approved methodology): Btu/h Total Cooling Load (Based on ACCA Man. J 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: .,-1,g Phone: CFM25 per 100 ft2 of conditioned floor area = CFM25 x 100 / Conditioned floor area served If all ducts are not located within conditioned space, builder must verify that either the postconstruction duct leakage to outdoors (PCO) is < 8%, the post construction total duct leakage (PCT) is <_ 12%, or the rough -in total duct leakage (RIT) with air handler installed is <_ 6%. State which method was used to conduct the duct tightness test: duct blower (DB), modified blower door subtraction method (MBDS), or automated multipoint blower door (AMBD). System 3 Method (DB, MBDS, AMBD) Test (PCO, PCT, RIT) CFM25 Ai\ -IN served (ft2) Result (%) *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. Cross reference to Book 60 —' Page rte , 7 w NI 11111 Muiiu sir iiu 111 11111 Doc ID: 031825430001 Type AGRE Recorded: 08/02/2019 at 10:35:56 AM Fee Amt: $12.00 Page 1 of 1 Chatham, Ga. Clerk Superior Court Tammie Mosley Clerk Superior Court BK 1685 PG1 CITY OF TYBEE ISLAND COMMUNITY DEVELOPMENT NON -CONVERSION AGREEMENT FOR CERTAIN STRUCTURES IN THE FLOODPIJN Application has been made for a permit from the City of Tybee Island, Georgia. Permit #: O 3°3 Property Owner: r +Ck rt eA Address: 5-A ��S Y r.�tr,. ? �t\4i Cor�ni� L, t�7�ny c�k �' — }Be PIN: 4-0010-04 —018 Legal: Last 7-1j - i S I -k e, c- Lt* 7B 1&)t +-'r e\- / 1 Y b e t 5 fC Base Flood Elevation at the site is 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. Sign re of Property Owner STATE OF GEORGIA COUNTY OF CHATHAM Subscrie-d o ..nd sworn befo (:% 3 day of SHARON S., SHAVER My commission expires: kotary_Public, Chatham County, GA ,My Commission Expires _Dec. 5, 2019 Note: A Nonconversion Agreement rnz.st be used'iv4never an enclosed structure or portion of a structure is built or substantially unproved within the 100 -year Floodplain beloui the Base Flood Elevarion, A Nonconversion Agreement must satisfy all of the above conditions and requires proper recordation in the land records' ofChatham; County, Georgia. Federal Emergency Management Agency Expiration Date: -November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. 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 Al. Building Owner's Name BRIAN BELL AND CONNIE WHITAKER—BELL A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O Route and Box No. 5 FISHEMANS WALK City FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number: State ZIP Code TYBEE ISLAND GEORGIA 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) CHATHAM COUNTY PIN 4-0010-04-018 / LOT 7—B-1 SD OF LOT 7B WARD 6 TYBEE IS. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL N31°59'32.43" W80°51'10.15" i A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ❑NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? 0 Yes 1=1 No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A spin d) Engineered flood openings? 0 Yes i No NIA SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP Community Name & Community Number CHATHAM COUNTY 130030 B4. Map/Panel Number 13051 C 0326 B5. Suffix F B6. FIRM Index Date 07/07/2014 B2. County Name CHATHAM B7. FIRM Panel Effective/ Revised Date 09/26/2008 B8. Flood Zone(s) AE B3. State GEORGIA B9. Base Flood Elevation(s) (Zone AO, use Base Flood Depth) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: FIS Profile ❑X FIRM ❑ Community Determined ` j Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: 13.0 N/A N/A B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑X No Designation Date: N/A 1=1 CBRS OPA ELEVATION CERTIFICATE Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5 FISHEMANS WALK City -- - State ZIP Code TYBEE ISLAND GEORGIA 31328 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: IEConstruction Drawings* Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1 -A30, AE, AH, A (with BEE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: VRS NETWORK SOLUTION Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. �NGVD 1929 EINAVD 1988 Li Other/Source: N/A Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. 15.07 ET feet H meters N/A ® feet meters N/A El feet [11 meters N/A ® feet ❑ meters N/A ® feet meters 6.1 El feet ❑ meters 6.3 (J feet ❑ meters 6.3 [5th feet (l meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? I Yes ❑ No EICheck here if attachments, Certifier's Name License Number GEORGE M. FERREIRA Title GEORGIA LAND SURVEYOR Company Name MITR GIS/GPS/SURVEY GRLS #2607 Address 374 EAST RIDGE DRIVE City State ZIP Code SAVANNAH GEORGIA 31406 Signature Date Telephone Ext 03/26/2018 912-354-4145 Copy all pages his Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) ITEM A5 = GPS/NAD83 ITEM C2 = TRIMBLE GPS/VRS NETWORK SOLUTION ITEM C2e= HVAC OUTDOOR COMPRESSOR UNIT (GROUND LEVEL) THE PROPOSED SUBJECT STRUCTURE WILL HAVE A DIFFERENT ADDRESS ONCE CONSTRUCTION IS COMPLETE. ELEVATION CERTIFICATE Expiration Date: Nov IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR R�RANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5 FISHEMANS WALK 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 El —E5. If the Certificate is intended complete Sections A, Band C. For Items E1 —E4, use natural grade, if available. Check enter meters. E1. Provide elevation information for the following and check the appropriate boxes the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is _ N/A b) Top of bottom floor (including basement, crawlspace, or enclosure) is N/A to © Li to support a LOMA or LOMR-F request, the measurement used. In Puerto Rico only, show whether the elevation is above or below feet ❑ meters U above or Li below the HAG feet ❑ meters I I above or l l below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section the next higher floor (elevation C2.b in the diagrams) of the building is _ N/A A © Items 8 and/or 9 (see pages 1-2 of Instructions), feet fl meters ❑ above or ❑ below the HAG. _ E3. Attached garage (top of slab) is N/A © feet F meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is N/A {REfeet U meters [1 above or fbelow the HAG. E5. Zone AO only: If no flood depth number is available, is the floodplain management ordinance? ❑ Yes ❑ No top F3 of the bottom floor elevated in accordance with the community's Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name N/A Address City State ZIP Code _ N/A N/A N/A Signature Date Telephone N/A N/A N/A Comments Check here if attachments. ELEVATION CERTIFICATE IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5 FISHEMANS WALK City - - - - — State ZIP Code TYBEE ISLAND GEORGIA 31328 SECTION G — COMMUNITY INFORMATION (OPTIONAL) Expiration Date: November 30, 2018 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number 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. U The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 —G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) Li feet ❑' meters ❑ feet ❑ meters feet In meters Datum Datum Datum [_�1 Check here if attachments. ELEVATION CERTIFICATE See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5 FISHEMANS WALK City State ZIP Code TYBEE ISLAND GEORGIA 31328 Expiration Date: November 30, 2018 FOR INSURANCE COMPANY USE Policy Number: 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. mese ■110i■1•r� I!!IIIflhJI1IItIII! raruf111111 1. 11111 ■1 11VII ■/f1111� FRONT VIEW REAR VIEW RIGHT SIDE VIEW LEFT SIDE VIEW ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5 FISHEMANS WALK City State ZIP Code TYBEE ISLAND GEORGIA 31328 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. C2E — OUTDOOR HVAC (GROUND LEVEL) NO VENTING PRESENT A8B-.D ENGINEERED VENT (YES) (NO) X MODEL NUMBER: N/A VENT LOCATION: STRUCTURE ( ) GARAGE ( ) VENTING C2E — OUTDOOR HVAC NO VENTING PRESENT A8B-D ENGINEERED VENT +(YES) (NO) X MODEL NUMBER: N/A VENT LOCATION: STRUCTURE ( ) GARAGE ( ) ;E {ration gage. 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 INTERNVONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass E Fail El Fee Inspection Pass El Fail ❑ Fee Inspection Pass I —j Fail ❑ Fee Inspection re) as n 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 Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Inspection Inspection Inspection Date Requested Date Needed Subcontractor Date of Inspection Pass Fail Fee Pass ❑ Fail ❑ Fee Pass Fail ❑ Fee Pass ^ Fail ❑ Fee_ Eimmirmat iNTERNAT'TIAL CODE COUNCIL MEMBER 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 "ITERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail D Fee peAvbe Inspection Pass D Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Date Requested Owner's Name Date Needed -` NTERNATIONAL CODE COUNCIL MEMBER Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail D Fee Inspection Pass Fail ❑ Fee Permit No. City of Tybee Island • Community Development Dept. axti nt Inspection Report us 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 === Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL CODE cour�ci� MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address _ f'',•S ,e 1 s L/4 L ?< Scope of Work Inspector 7/ 7 Date of Inspection Inspection t_. 1 6Glf 1 Pass ❑ Fail Fee Inspection � �� -�, (� Pass ❑ Fail ❑ Fee Inspection Pass Fail Fee Inspection Pass `' Fail Fee l� ❑ City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Inspection Inspection Inspection Date Requested Date Needed Subcontractor INTERN4T ONCE CODE COUNCIL MEMBER Date of Inspection /i9 /) " Pass El Fail Fee Pass ❑ Pass Fee Fail ❑ Fee Pass ❑ Fail ❑ Fee Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Date Requested Owner's Name - Date Needed syr.�w MINOS INTEPNAT:ONAL CODE COUNCIL MEMBER Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ® Fail Fee Inspection Pass Fail Fee Inspector 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 Date Requested Owner's Name Date Needed iNTERN.4rIO A[ CODE COUNCIL MEMBER Gen. Contractor Subcontractor Contact Information Project Address Scope of Work /J (l&J ) (Y-7) �! f —1 Inspection Inspection Date of Inspection Pass ❑ Fail Fee Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail Fee Inspection Pass Fail Fee Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Date Requested .11.31 INTERNATIONAL CODE COUNCIL MEMBER Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail Fee Inspection Pass Fail Fee EE C t d\ 4 / 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 Date Requested Owner's Name Date Needed fir\ w- IN ERNVIDIAL CODE COUNCIL MEMBER Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail Fee Inspection Pass ❑ Fail ® Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail Fee Homeowner Affidavit Date: Name: 471191/6 j5)\---t'ot A f3 -e1\ Telephone Number: Address of Project: 6.5-9 ?S7 300.. FA vtn of 1 S (,J k To Whom It May Concern: I hereby certify that I am the owner of the above referenced dwelling and am requesting the right to perform the work detailed on the attached application. This is a single-family dwelling and this is (or will be, when the construction is complete) my primary, full-time, place of residence. I understand it is a violation of State law for me to hire anyone to violations of this agreement will be just cause for the permit to be voided could result in loss of electrical service (Georgia Code Title 43 Chapter 41 Signature of Owner: (do not sign until 'n the presence of a Notary Public) assist me in this task. I understand that any and legal action may be taken against me which [O.C.G.A. §43-41-17 2007]) • SUBSCRIBED TO AND SWORN BEFORE ME THIS /C7 DAY OF ,4 t7 / , 20 /g . YPUB L. SCHAAF My Commission Expii! RY PUBLIC, CHATHAM COUNTY, GEORGIA MY COMMISSION EXPIRES: APRIL 2, 2019 P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328-2749 (912) 786-4573 — FAX (912) 786-9539 www.cityoftybee.org DATE ISSUED: 04-19-2018 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 # CITY OF TYREE ISLAND BUILDING PERMIT NEW DUPLEX 5A FISHERMANS WALK BRIAN BELL 5 FISHERMANS WALK TYBEE ISLAND GA 31328 BRIAN BELL 5 FISHERMANS WALK TV BEE ISLAND GA 31328 P S 1,085.00 4-0010-04-018 PROJECT VALUATION S67,500.00 PERMIT #: 180303 TOTAL BALANCE DUE: $1,085.00 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 ENO ARTMENF OAT< FIRE RATED A‘35EIA,LY SEA NOTE 5tIL1P1 VIZN THE Ko TWO EDITION 4Th EXISTING RESIDENCE (FWI F1R. E L. 6.3 M5L_ AT LOWE�r F- LOU R) EXISTING DRIVE \III LOT Tb-I ZONE AE -13 t=XI5TIN6\ riATF x X SITE PLAN SCALE . I"= 10"-D" 0 10' 20 PROPERTI U tE 10' B5 X EXIST IA FENCe LOT 613 GRID iNORTR APP 1 NUJ oRIv u1AI (MATERIALS A5 PER ©RAIWAGE PLANS) FI5HERMANS VALK i ASPI4ALT PAVtiMI`N --'7749/1 NOT5. I. PARTIAL PVAT (IF LOT lb- I , W W 6 , TIT& A5 S F1SIAERNIRNS WALK , CµAT1"1P'. , COU1 2. REFERENCE 1'ARN\AL TOW (Akh'?411CAt S'JV` RR►Att BELL AND CONV,IIE 1M N1k AK ER - L1.. Sr %Q►,C_4( neon , til►,,,c ►1c.14 n e ACM • hi t 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 d3G3 'r pages 1 — 7 of permit application l^ Required submittals: 7 2 sets building plans r a vi. U et( 1 V1 s 1 copy REScheck or CO CC)W Street address Owner Architect or Engineer Contractor Mcheck 7- 1 copy certified survey showing existing ground elevations, flood zone(s), and trees 2 sets certified hydrology, drainage and erosion control plans $250 plan deposit (will be forfeited if project is abandoned) check # �6 Y-' � .R514ermao 5 Via t PIN# �- DO10-a NAME Ql� MAILING ADDRESS PHONE 6rfavl ti(• 3el I • ri cc vi AA. B e ( Check all that apply: 5- Pis er+.4avi's walk ee Ist.civtc, GA 3t32rd Lv'1 New Construction ❑ Other 0 Commercial s lwvt e SGvv, e Home: Cell: 8S9 35' l 3 COB Office: Cell: Saw?C. Office: Cell: k 144 e 0 Residential ❑ Single Family Q�Duplex 0 Multi -Family units 'etails of project: N eki re (de e y II Cr ( p(' (e x ac/d l v cm co vt Kecl- rol e)C t S1 1�1 • 1/? S I d PviCe Vic( r ed e,stt t G vt r i e Estimated cost of construction: $ &7, 5 ' ©Q Construction type: 1. wood frame 2. wood & masonry 1. A copy of the contract may be requested. (select appropriate number below) 3. brick veneer 4. masonry 5. steel & masonry 6. other: Lot area 10,296 sq. ft. # buildings I # floors ( # units I # bedrooms I # bathrooms # of egresses 2 An elevator is not an accepted means of egress. II Height 22 3 Vertical distance is measured from the average adjacent grade of the lot to the extreme high the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances. po�nt of Total heated/cooled square footage 321 Flood Zone A -E- (AE or VE) 3ase Flood Elevation _ Design Flood Elevation (BFE + 1 -foot) 14.0 ks-built setbacks: Front 35. © Rear 1'_. i 2, Sides (L) (R) = 'otal driveway(s) t 2 � SP Y() width feet # of openings I Culvert? fl O Swale?45-___. lumber of off-street parking spaces Number of trees to be removed 3 ah5 plavl}ed A separate tree removal permit is required. 3/10/2013 1 4 )uring construction on -site restrooms will be provided by I CPA .1 CPA means of vwt s ',onstruction debris will be disposed by W/V� y i Section 22-169 — When active work ceases on the project for the day a SECURE COVER shall be placed over he dumpster or container so as to prevent trash or construction debris from being blown out. understand that I must comply with zonin 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 equirements will be met. I understand an Elevation Certificate — Building Under Construction is required mmediately 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 lcceptance 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. agree to construct/place all equipment such as air conditioning compressors, ducts, water heaters, furnaces, :lectrical 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 •equirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the property prior to any development activity, and what changes in stormwater flow will occur. A permit normally requires 7 to 10 business days to process. Signature of applicant: Printed name: B r I n y, A"`• e /7/41,(/ j I Date: 3 1.2t I 1 Zoning District Approved zoning action? Ng Y t The following will be completed by City of Tybee Island ppersonnel. Rood Zone /4- BFE /J ' Verified street address Y�5 If new, has it been reported to MPC, CRC, etc.? c2 Number of egresses? Average adjacent grade 6 ' c; feet Drainage and Erosion Control plans approved? Approval Building Official Water/Sewer Public Works Fire Chief Planning & Zoning New — Existing ( Date cHq- DFE / T FEES SO. cc) Permit 333.00 Inspections .203 , O© _ Water Tap CC Recovery Sewer Stub ll Aid to Construction Engineering Plan deposit refund TOTAL 2 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 ail (fall over) without impacting the second one. The complete assembly and installation must be compliant: . teel 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 February 2013 SIGNATURE OF ACKNOWLEDGEMENT Signature of contractor: Nrinted name: r ! G £4 Be(l 4)47cosy Date: 3(2/ 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 Street address of project Plumbing company Plumbing contact person & phone numbers Name of property owner(s) Phone numbers of property owner(s) office cell office cell Details of project Residential 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 3/4" 4" 1" 6" 1-1/2" 8" 2" 'tar \ ✓1 "YCV1/1 ves idevice 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: Date: Printed name: Signature of contractor: Date: Printed name: 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 ther elements of the City's infrastructure, requires a separate permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Will the proposed project at S 'F's e rwtct vi 5 wct (k require an infrastructure alteration permit? street address of project ❑ Yes No Description of alteration: A site plan must be provided illustrating the planned alteration. City Design Standards and Specifications: Any alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will obtain a separate permit prior to performing any alteration in accordance with these provisions. Signature of contractor: ,/#1‘ Date: ,3121 l t Printed name: T rt Gt vI Nt • Be_ ( 1 5 CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: 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 Tvbee 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 Energy Code Affidavit I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact, with or without intention, of the permit issued which was based on the approval of this application. The owner will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections (building and site) have been approved. SIGNATURES for Temporary Electrical Service and State Energy Code AFFIDAVITS Signature of owner: Date: Printed name: Signature of contractor: Date: Printed name: 6 Subcontractor List Street address of project: 5— 4-1,5 L e r yc - S (,tea t k 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 A't i `e F rrC i ,ra Business type 5v r e c C Address 3-2.4 6a5tri c5e. DR. 5cwV. 6A 3l4Ob Cell number 912 354 414. - Contact person 51 e 2. Company Mark 805u7C L l Address 103 ga65au De. 6ay. Gf- 3►910 Contact person 5GtIMe- 3. Company Apps t ell (aviCV'efe MCtSUYI f i Address 2©0 1-kaidev\ Ct. eon CcT✓I SA Contact person T .1 5 o ✓l. 4. Company LLC Address PC O X 2l Contact person CL r1 5 5° ow1 cyl J r . 5. Company Address Contact person 6. Company Address Contact person Office number 50.14/1 e. Business type e ' Cell number , I2 1034 Office number SG wl e Business type 7 DVvt d of ticM Cell number 9t2 4129 (407 Office number SatMe Business type Cell number 712 7'b 77(7 7 Office number Same Business type Cell number Office number Business type Cell number Office number Attach additional sheets if needed. 7 ice:{ Building Permit Number Address of Property -RSk-e rWiGt Vt S u ( k NONCONVERSION AGREEMENT FOR STRUCTURES IN THE FLOODPLAIN PIN Zl—©dlC-01-Ot� FIRM Zone AE -t3 BFE 13.0 feet (NAVD) Panel Number , effective date Property Owner(s) B(lav aKck Ca nr t e "� l i 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. Signature of Property Owner Date ,C 6iti ✓ A- Bet! Printed Name of Property Owner Signature of Property Owner Date CCM1/1 e L. (,„ +aVer-- Printed Name of Property Owner Contractor 'Bricio /V- Bell STATE OF GEORGIA COUNTY OF CHATHAM I hereby certify that on this day of , 20 , before me, a Notary Public of the State of Georgia, personally appeared , known to me, or satisfactorily proven to be the person whose name is subscribed to the foregoing instrument, who acknowledged that he/she has executed it for the purposes therein set forth, and that it is his act and deed. In witness whereof, I have set my hand and Notarial Seal. NOTARY My Commission expires on WITNESS SIGNATURE (Seal) Printed Name Address 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. 8 Project Generated by REScheck-Web Software Generated by REScheck- ►lVeb Software Compliance Certificate Duplex Addition Energy Code: Location: Construction Type: Project Type: Orientation: 2009 IECC Tybee Island, Georgia Single-family New Construction Bldg. faces 115 deg. from North Conditioned Floor Area: 324 ft2 Glazing Area 14% 2 (1851 HDD) Climate Zone: Permit Date: Permit Number: Construction Site: 5 Fishermans Walk Tybee Island, GA 31328 Owner/Agent: Brian Bell 5 Fishermans Walk Tybee Island, GA 31328 859-351-3008 brian.bell@insightbb.com Designer/Contractor: Brian Bell 5 Fishermans walk Tybee Island, GA 31328 brian.bell@insightbb.com Compliance: Passes using UA trade-off Compliance: 59.0% Better Than Code Maximum UA: 139 Your UA: 57 Maximum SHGC: 0.30 Your SHGC: 0.29 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. Envelope Assemblies Assembly Gross Area Cavity Cont. or R -Value R -Value U -Factor UA Perimeter Ceiling: Flat Ceiling or Scissor Truss Wall: Wood Frame, 16" o.c. Orientation: Unspecified Door: Glass Door (over 50% glazing) SHGC: 0.30 Orientation: Unspecified Window: Vinyl Frame SHGC: 0.25 Orientation: Unspecified Floor: All -Wood Joistrrruss 324 30.0 30.0 0.017 6 648 21.0 21.0 0.025 14 67 27 0.320 21 0.400 11 324 30.0 30.0 0.016 5 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 2009 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: Duplex Addition Report date: 01/27/18 Page 1 of 7 Data filename: REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-Inspection/Plan Review & Re . .ID 103.2 Construction drawings and [PR1]1 documentation demonstrate energy code compliance for the building envelope. 103.2, Construction drawings and 403.7 documentation demonstrate (PR3]1 energy code compliance for lighting and mechanical systems. Systems serving multiple dwelling units must demonstrate compliance with the commercial code. Plans Verified Value Field Verified Value Complies? Comments/Assumptions ❑Complies ❑Does Not O Not Observable ❑ Not Applicable ❑ Complies DDoes Not ❑Not Observable ❑Not Applicable 403.6 Heating and cooling equipment is Heating: Heating: [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr_ on loads per ACCA Manual J or Cooling: Cooling: other approved methods. Btu/hr Btu/hr ❑ Complies ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) L2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Duplex Addition Report date: 01/27/18 Data filename: Page 2 of 7 Section 6: Req.lD 303.2.1 [FO11F Foundation inspection Complies? A protective covering is installed to (Complies protect exposed exterior insulation ODoes Not and extends a minimum of 6 in. below grade. ❑Not Observable DNot Applicable 403.8 Snow- and ice -melting system controls DComplies [FO12]2 installed. ODoes Not ❑Not Observable ❑Nat Applicable Additional Comments/Assumptions: Comments/Assumptions 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Duplex Addition Report date: 01/27/18 Data filename: Page 3 of 7 Section # & Req.ID Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions 402.1.1, Glazing U -factor (area -weighted U- U- •Complies See the Envelope Assemblies 402.3.1, average). EDoes Not table for values. 402.3.3, 402.5 ■Not Observable [FR2]i ■Not Applicable 402.1.1, Glazing SHGC value (area- SHGC: SHGC: Complies See the Envelope Assemblies 402.3.2, weighted average). ❑Does Not table for values. 402.3.3, 402.5 ■Not Observable [FR3]' •Not Applicable 303.1.3 U -factors of fenestration products •Complies [FR4]' are determined in accordance ■Does Not ki with the NFRC test procedure or taken from the default table. ■Not Observable ■Not Applicable 402.4.4 Fenestration that is not site built ■Complies [FR2O]' is listed and labeled as meeting ■Does Not AAMA/WDMA/CSA 101/1.5.2/A440 or has infiltration rates per NFRC ■Not Observable 400 that do not exceed code •Not Applicable limits. 402.4.5 IC -rated recessed lighting fixtures ■Complies [FR16]2 sealed at housing/interior finish DDoes Not t: and labeled to indicate s2.0 cfm leakage at 75 Pa. ENot Observable UNot Applicable 403.2.1 Supply ducts in attics are R- R- ■Complies [FR12]' insulated to zR-8. All other ducts R- R- •Does Not in unconditioned spaces or outside the building envelope are ■Not Observable insulated to R-6. ■Not Applicable 403.2.2 All joints and seams of air ducts, ■Complies [FR13]' air handlers, filter boxes, and ■Does Not building cavities used as return ducts are sealed. ENot Observable --- •Not Applicable 403.2.3 Building cavities are not used for ❑Complies [FR15]3 supply ducts. UDoes Not v ■Not Observable ■Not Applicable 403.3 HVAC piping conveying fluids R- R- ■Complies [FR1712 above 105 °F or chilled fluids ■Does Not below 55 °F are insulated to >_R- 3. ■Nat Observable •Not Applicable 403.4 Circulating service hot water R- R- :• Complies [FR18]2 pipes are insulated to R-2. •Does Not ■Not Observable ■Not Applicable 403.5 Automatic or gravity dampers are •Complies [FR19]2 installed on all outdoor air ■Does Not intakes and exhausts. ■Not Observable •Not Applicable anal Comments/Assumptions: 1 !High Impact (Tier 1) 2 'Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Duplex Addition Data filename: Report date: 01/27/18 Page 4 of 7 Section & Re .ID 303.1 [IN13]z tnsulatlon Inspection Plans Verified Value Field Verified Value Complies? All installed insulation is labeled or the installed R -values provided. 402.1.1, Floor insulation R -value. 402.2.5, 402.2.6 [IN1]1 Comments/Assumptions ❑Complies DDoes Not ['Not Observable ❑Not Applicable ❑Complies ODoes Not ❑ Not Observable ❑ Not Applicable R- R- ❑ Wood ❑ Wood O Steel ❑ Steel 303.2, Floor insulation installed per 402.2.6 manufacturer's instructions, and [IN2]1 in substantial contact with the underside of the subfloor. 402.1.1, Wall insulation R -value. If this is a R- 402.2.4, mass wall with at least 1/2 of the 0 Wood 402.2.5 wall insulation on the wall 0 [IN3]1 exterior, the exterior insulation Mass requirement applies. ❑Steel See the Envelope Assemblies table for values. ❑Complies ❑does Not ❑Not Observable ❑Not Applicable ❑Complies Oboes Not ONot Observable DNot Applicable R- ❑ Wood ❑ Mass ❑ Steel See the Envelope Assemblies table for values. 303.2 Wall insulation is installed per ❑Complies [IN4] manufacturer's instructions. ❑Does Not ay ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Duplex Addition Report date: 01/27/18 Data filename: Page 5 of 7 Section & Req.ID 402.1.1, Ceiling insulation R -value. Where 402.2.1, > R-30 is required, R-30 can be 402.2.2 used if insulation is not [FIll1 compressed at eaves. R-30 may be used for 500 ft2 or 20% (whichever is less) where sufficient space is not available. 303.1.1.1, Ceiling insulation installed per 303.2 manufacturer's instructions. [FI211 Blown insulation marked every 300 ft2. Final inspection Provisions Plans Verified Value R- ❑ Wood ❑ Steel 402.2.3 Attic access hatch and door R- [FI311 insulation >_R -value of the ,, adjacent assembly. 402.4.2, Building envelope tightness 402.4.2.1 verified by blower door test result [FI17]1 of <7 ACH at 50 Pa. This requirement may instead be met via visual inspection, in which case verification may need to occur during Insulation Inspection. Field Verified Value Complies? CommentsfAssumptions R- ❑ Wood ❑ Steel ❑Complies ❑Does Not DNot Observable ❑ Not Applicable See the Envelope Assemblies table for values. OComplies ❑ Does Not ❑Not Observable ❑Not Applicable ACH 50 = 403.2.2 Post construction duct tightness cfm [FI4]1 test result of 58 cfm to outdoors, ti or 512 cfm across systems. Or, rough -in test result of s6 cfm across systems or 54 cfm without air handler. Rough -in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats [F1912 installed on forced air furnaces R- ❑Complies ❑Does Not Not Observable ❑Not Applicable ACH 50 = ;❑Complies ❑Does Not ❑Not Observable ❑Not Applicable cfm ❑Complies ❑Does Not ❑Not Observable ONot Applicable ❑Complies L-IDoes Not ■Not Observable •Not Applicable 403.1,2 [Fi10]2 Heat pump thermostat installed on heat pumps. •Complies ❑Does Not ■Not Observable •Not Applicable 403.4 [Fill12 k0. accessible 404.1 Circulating service hot water systems have automatic or manual controls. ElComplies •Does Not ■Not Observable ■Not Applicable [FI611 Ei 50% of lamps in permanent fixtures are high efficacy lamps. •Complies UDoes Not ■Not Observable ■Not Applicable 401.3 [FI712 .f 303.3 Compliance certificate posted. ❑Complies siDoes Not ■Not Observable ❑Not Applicable [FI1813 Manufacturer manuals for mechanical and water heating equipment have been provided. ■Complies DDoes Not 1■1Not Observable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Duplex Addition Data filename: Report date: 01/27/18 Page 6 of 7 2009 IECC Energy Efficiency Certificate Insulation Rating R -Value Above -Grade Wall Below -Grade Wall Floor Ceiling / Roof Ductwork (unconditioned spaces): 42.00 0.00 60.00 60.00 Glass & Door Rating LI-Factor SHGC Window Door 0.40 0.32 0.25 0.30 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Comments Date: CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328-2749 Ph (912) 786-4573 FAX (912) 786-5832 Vendor #: 0 1 - 0 0 2 0 5 5 Issued to: DAVIS ENGINEERING, INC P 0 BOX 1663 TYBEE ISLAND, GA 31328 F.O.B. Point - Tybee Island, GA LINE UNITS 1 DESCRIPTION PURCHASE ORDER PO Number: 18-40573 This number must appear on all related correspondence, shipping papers and invoices. Date: 04/ 16/2 018 Requisition "#: 18-40573 Ship to: CITY HALL 403 BUTLER AVENUE TYBEE ISLAND , GA 3 1 3 2 8 0.00 5 FISHERMANS WALK 100-7220-52-1203 INVOICE #21802001 DATED 4/15/2018 FOR DRAINAGE REVIEW OF A NEW DEPLEX 1.00 HOUR @ $175/HOUR = $175.00 TOTAL DUE INVOICE. Purchase Order void after 90 days. Special Instructions: Terms - Net 30 days PRICE 0.00 agree to provide the items/services listed on this archase order and accept the Purchase Order arms and Conditions that accompany this form. ipplier Acknowledgement Date TOTAL Authorized by Date For the City of Tybee Island AMOUNT 175.00 11 175.00 DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus(a,gmail.com INVOICE April 15, 2018 Invoice #21802001 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: 5 Fisherman's Walk Brian Bell 04-11-2018 0.50 hours 1st Plan Review 04-15-2018 0.50 hours Final Plan Review 1.00 hour @ $175.00 /hour = $175.00 Total Due This Invoice April 15, 2018 DAVIS ENGINEERING PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695-7262 dkdbus@gmail.com 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: 5 Fisherman's Walk Brian Bell Dear Mr. Shaw: I have reviewed the revised submittal from the Engineer. 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 or other 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 I reviewed 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, Downer K. Davis, Jr., P.E. President cc: Lisa Schaaf 2180200B Lisa Schaaf From: Sent: To: Subject: Attachments: Here you go Mark!!! Lisa Lisa Schaaf Monday, April 16, 2018 8:42 AM 'Mark Boswell' FW: FW: brian bell project 2180200B_ _.pdf From: Downer Davis <dkdbus@gmail.com> Sent: Sunday, April 15, 2018 7:42 PM To: Lisa Schaaf <Ischaaf@cityoftybee.org>; George Shaw <gshaw@cityoftybee.org> Subject: Re: FW: brian bell project On Fri, Apr 13, 2018 at 8:30 AM, Lisa Schaaf <lschaaffcityoftybee.org> wrote: From: Mark Boswell <lahbos@bellsouth.net> Sent: Friday, April 13, 2018 7:58 AM To: George Shaw <gshaw@cityoftybee.org>; Lisa Schaaf <lschaaf@cityoftybee.org> Cc: Connie Whitaker -Bell <connie.bell twc.com> Subject: brian bell project please find in this email responses to comments as shown below and C2 resubmitted. 1. Have complied. 2. Have complied. 3. Have complied. 4. Have complied. thanks Bos ****************************************************************** ********************** ***********************************This email and any files transmitted with it are confidential and i Lisa Schaaf From: Mark Boswell <lahbos@bellsouth.net> Sent: Friday, April 13, 2018 7:58 AM To: George Shaw; Lisa Schaaf Cc: Connie Whitaker -Bell Subject: brian bell project Attachments: BB -C2 Model (1).pdf please find in this email : responses to comments as shown below and C2 resubmitted. 1. Have complied. 2. Have complied. 3. Have complied. 4. Have complied. thanks Bos N 48'33'29" E HJ"IG ACCE:IBOR Y ' G ENCROA CHING ON G reNT PROFPRtt- TO I , NO RTHWEST GUTTER AND DOWNSPOUT ON 14T51 NO OF NEW S RIICTURL D ,WN9FO UT ACFD U_ D11321T ROUT RUN -0 1P TO In'. NEW IA/Al.f. CO Og F4, 9f S 48' 41' 47" W 125.50' S PECIA L BUILDING SET BA CK LINE . N OTES I FEE BUILDING 011111NC SHOW N ON AMP PIANO IS ASSUMING 0" OU' Isor PART CJF "'f" Il/lLDING 2. IN) M1^'1::1 O U-MIDI PART .. , TI`._ BUILDING INCLUDLS All SIDINI ',DD.., GUI 110.S . OV S'V IS DOWNBI'U T BL/'/ N PRM).N;, ANY R111. ' 1- TYPE'. OF lrl rOur, OR 0511110 FART 01 TAP 20 .1: .a CO NTPAGIUF 15 10 ,ouRoIrlx BUILDING WITH PI C.SAIICRA ARCM -MG' TO MA, [ 51cRE. rl Ill c PART OF THE BUILDING. WI: II IC [ ET•1 YN OF THE VI A; PROTRUDES OUTSIDE OF THP: - r ET BACK UNE V! TICAI Y POOP T t GROUND Lot TO Till Dor! ITT FIiE POO P OVERT AN. ' ,IITTER515TEM 1010 BE IN LI L FD ,'F 01 • :E A LLONR.. D OVERHANG. A CONDUIT TRY TTIBB BANNING AND I J!PA RTMYNT FOR I' NG BACK INE ACCL IIPM .NI- IP "I r'✓F SYSTEM U'FI T EED 1 YO R .r,:N:,AO11 TO. : •:+ .:,A PU UT BOO TS, =1P_ FLACI'5. I :: ti UF, SN RO ,r 00_1B). 5 AIRS AND A,, 5 CONSULT TI1t 110E. PIANNIN_. AND 20 NIN(. DEPA RTMENT FOR C 111105 HOT MA _FLISA RI.O UIP.FMI:NI`i, , A 5 PR EAD POD ANC JO 11.01''0 C CPRTIFICATE Or OC CUPANCY WO. NO T BF (, PANTO] 10 ANY PART I THt PU LD . LNa: 00 C SID/N0 IIUTTLRS urrER5 J NOPOU NIPIT 110015. 1110 WATER TA C UR ANY A."T' 10 A" I P11 -011D5 OV ER THE BUIUJIPI RE BACK L'I,: WITN )UT A c 111151. EXYFFN CG 8' PVC RtMOVE AND RtPIACE fi relict AS RtO UIRPD DOWNSPOUT IS TO BE '9 POINTED TOWA RDS NV •n Q =c ' 'O DIRI= i:1 RI I NCW N0 L� WAI.I• IO WA RCI`- � 1/G F 41;01, BENCHMARK PK NAIL IN PAVEMENT ELEVATION 5.33' N 48'38'S9" E 80. 00 FISHERMANS K / FORMERLY A #2 SR S P ROPOSED SITE PLAN TIMM DC OM. MM. MO 9/11.011 ME IV CDOVIDI LL LeaIII MOT To RDA PC47 O VMVAL MO raCimoo 146MOTT 2 MT MAW . G R)mn9 N Or MUMM Y OMMAI IL A ISPEC IAL AV ERA GE GRADE NOTES: 0051 G RADE IQ BE USED A- A BABE 'LC 010 1MBVLD IC L-I1IST B VRTAIN' I UM 11111 0 I 'LANNp1G AND 201110 DTJ •APTM FN1 DA. MA I MVO, al"MM MAIO M mm Za"�i u/iwslmwr. "v RIM ED OOMommOT R'M ReM Rc DNA T Om DAM m Up s or1 Argo mom to o•M oDi F. 0.6 CI r..nwa n• f`r'w s Oa/ LEGEND I I I I ITEM E XISTI NG PROPOSED TO RO CO NTOU RS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB cfr 12S 301 ROOF PL AN TmOr anL Ai, ITT c 0SP ONGisa 1,c6 i Or 1 ,10,11:11 S um, Infor meMe Sumoy: W TI al an, .,: F". :m" omw n,Puty,w RI Ii C-2 Lisa Schaaf From: Sent: To: Subject: Downer Davis <dkdbus@gmail.com> Wednesday, April 11, 2018 10:20 AM Lisa Schaaf; George Shaw Re: FW: FIRST SITE SUBMITTAL FOR BRIAN BELL ADDITION ON FISHERMANS WALK Mark and I just discussed this over the phone. He's agreed to: 1. Make the North Arrow clearer. 2. Provide a B.M. 3. Label what the encroachment is at the rear 4. Additionally, to address the shallow upstream end of the swale, he is rotating the direction of the downspout to be near to or parallel with the rear property line and not aim toward the shallow upstream end. Good plan for a challenging lot. On Wed, Apr 11, 2018 at 9:49 AM, Lisa Schaaf <lschaafAcityoftybee.org> wrote: From: Mark Boswell <lahbos@bellsouth.net> Sent: Tuesday, March 20, 2018 2:35 PM To: George Shaw <gshaw@cityoftybee.org>; Lisa Schaaf <Ischaaf@cityoftybee.org>; Connie Whitaker -Bell <connie.bell@twc.com> Subject: FIRST SITE SUBMITTAL FOR BRIAN BELL ADDITION ON FISHERMANS WALK ***************************************************************************************** ***********************************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 BUILDING PLANNING through and separating attached enclosed accessory struc- tures. R302.2.2 Parapets. Parapets constructed in accordance with Section R302.2.3 shall be constructed for townhouses as an extension of exterior walls or common walls in accordance with the following: 1. Where roof surfaces adjacent to the wall or walls are at the same elevation, the parapet shall extend not less than 30 inches (762 mm) above the roof sur- faces. 2. Where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is not more than 30 inches (762 mm) above the lower roof, the parapet shall extend not less than 30 inches (762 mm) above the lower roof surface. to two L min - clang als or t dis- if the mm) 7ectly orted led- ming 1219 there ithin idj a- :ions 7nm) ruc- .��t ute lower root to the underside of the higher roof deck shall have not less than a 1 -hour fire -resistance rating. The wall shall be rated for exposure from both sides. R302.2.3 Parapet construction. Parapets shall have the same fire -resistance rating as that required for the support- ing wall or walls. On any side adjacent to a roof surface, the parapet shall have noncombustible faces for the upper- most 18 inches (457 mm), to include counterflashing and coping materials. Where the roof slopes toward a parapet at slopes greater than 2 units vertical in 12 units horizontal (16.7 -percent slope), the parapet shall extend to the same height as any portion of the roof within a distance of 3 feet (914 mm), but in no case shall the height be less than 30 inches (762 mm). R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. Exceptions: 1. Foundations supporting exterior walls or com- mon walls. 2. Structural roof and wall sheathing from each unit may fasten to the common wall framing. 3. Nonstructural wall and roof coverings. 4. Flashing at termination of roof covering over common wall. 5. Townhouses separated by a common 1 -hour fire - resistance -rated wall as provided in Section R302.2. R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and/or floor assemblies having not less than a 1 -hour fire -resistance rating when tested in accordance with ASTM E 119 or UL 263. Fire -resistance -rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. Exceptions: 1. A fire -resistance rating of `/Z hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13. EXTERIOR WALLS —TABLE R302 DWELLINGS WITH FIRE SPRINKLERS EXTERIOR WALL ELEMENT Walls Proiectians Cllr t to walls Penetrations :for Si: I toot 3p,}-mrn A Not Applicable For restideptial tireseP.uat•, Subcliyjy-io�4vh 4'�cnctr-,tttnns`ah'�stan nratedere l dwellings equipped throughout p Y ce for no � are e ❑' nil be per>ned exterior walls and rated out with an automatic sprinkler systems installed in accordance with Section P2904, the where projections shall be permitted to be reduced to 0 feet, and unlimited unprotected openings and tl121 the adjoining lot provides an open setback yard that is 6 feet or more in width on the opposite side of the property line. N RNATIONAL RESIDENTIAL CODE® Fire -resistance rated Not fire -resistance rated Fire -resistance rated Not fire -resistance rated Not allowed Unlimited All MINIMUM FIRE -RESISTANCE RATING 1 hour tested in accordance with ASTM E 119 or UL 263 with exposure from the outside 0 hours 1 hour on the underside 0 hours N/A 0 hours Comply with Section R302.4 None required MINIMUM FIRE SEPARATION DISTANCE 0 feet 3 feet' 2 feet' 3 feet < 3 feet 3 feet' < 3 feet 3 feet' 1 49 V rnl l zi +'I O Oil LIMITSOF ---1 DISTU RBAN CE SD 1 NS N 48'33'29" E 35.0' S 48' 41'47" W 125.50' malltvont TICRaO lf A "L".N.r13 atre" OLokR �AIb^Ya me4t ea ""1° %TA eve a.e..e Na. Ea..e.r•'U . Fir creme Ea rref".sea la mmo to a OM= �-�r rnrr" bum w" a' "'o ano i ..n. Lr.s N.'e All I ME amr. OF.lp91Mpei o. nA CORPS OF IMAM 01. LAW FON 110110 117 PR OM W Ityuovr A ND Ntf IAi:t crwe A5 DLIM ITS OF 'W10 ISTURBA NCE s a� • 4 —_____ _ FENCE. r• L IM ITS OF DISTURBANC E] sS LIMITS OF DISTURBANC E] SHERMANS K / FORMERLY 80. 00 S9 S4 A #2 SOIL E ROSION AND SED IMENT CON TROL PLAN • PHA SE III STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. SOIL EROS ION LECE)VD r"r mn" MS ®tar WOO SOO ML n n[ EMIT MIMI T" ee "n NN . No ""a."N our MOM OSTIMED MO MEMOm 'in aa " ..seat COROT rr.n"nN M ILT eLwse 110 1. urA Maa TAO' WTI IMMO nea t may Slant R am. SUNOCO AMMO Er osion and Sediment C ontrol Ph oning I nitlul Pha se (Pt. . 0 1. h as e shall Include Silt This Psediment and detention ponds to be Inot ol on e xit . an d and ed l and dist urbing prio r to an, activiti es to preve nt madme n! Prom le avi ng the alto Mlerm .dl ate Phas e (Ph ase d) 1. This ph ase shah incl ude consb uctl on of any outl et etroctur on , retr "Ot m check dam., Inl ets pr otection a nd temporary gr assing. Final Ph as e (Ph ase IN) 1. This ph ase sh ad i ncl ude outfoll pr ote cti on, any imbed I nlet prnt.ctfon and any other perm anent d evice s. @EH ®@®® ®Q®®®p uA..MOM. NOTE , P.7T OFIT i "un ETIO SILT EENCE NNS Sib UTANON OS LOFT. NAM LBWWL II C ERTIFICATION NO. 2104 ISS UED 11- 5-05 EXPIRES 11-6-20 I I 1 m_ o 0 a PM TO M OOG mOlaL" rP MT' C-5 Ei4 0 KRUM 210 R R1®l1 NM RW IVIES 116 l01:MCT L. IE NE 1DX32YMO RM M=A ME SOIL 010 SMUc 1YE. O. M AMb1ES M01 004 AC WT I TM RFA TO BE 100 AMER 2. 00)530 ER / CONMACMR : SMAN FINHNI�.ICS TAM TRIM ISLAND. GE OR GIA 31020 3. 244N1M CONTACT: BRIAN 0001. A. A110104 00 AND 9DIMEN T C011MOL MEASURES 011AU . E IN CO NFORM ANCE M TH ME CM21010 0 0ATS S IN10 20TATER CONSERVATION MOF GEORGIA ' MANUAL FOR ▪ 1 E MR TO ANY OMER CONSTRUCTION. TE M= 001 40ICIIGI DOS SNAIL BE CONSIT001FD AT EMT PONT OF ENTRY 1D 000 OCT N MAN TIM 910. ALL 04T UNO S 10 TM 910 WHIC H ARE NOT PROTEC /I M UM E RANRG WED. E. so ffESATELY AFTER ME ESTMSI5MNEM OF 0001019201044 DOTE 40L PIA METER EROMIN R 100AANY OTHERW054r10RM ACIION. RT ANA4flID lT DEMO 911 3 E 7. 0001110104. 10110901 CONTROL DEVICES 9401.E NSTAf1ID ■0W0A1FLY AME R 300400 GSIUR4401 =MS. ENE 4004141 OF SOME OF 101E DIO3INN G0094. 0109 05 MAY NM 10 E ALTERED FROM MAT 91021 ON ME NARY F IOW AN PATTERNS 0UI44r CONSTRICT OR ME DIFFEREN T FROM EE 0 9EL P1fEP0! CO NO CO PAMIR S 1T IS THE CONTRACTORS RENNT IMILIT E TO .NCO MLEM 10010 1101 CONTROL FOR ALL W21NAE PATTERNS CR EATED AT BMWs SUMS 1000100 MY P RASE imu clioN. ANY 601BOATE R4 110117R011140 MIME OLIIIM ANY PRASE OF CONSTRUCTION RUCTI041 SH ALL PE AFPONTO 15 THE MOWER IYMENARIT I PPA000�nN 01001TO1150 MN A 110MN I 01 ONIVO O�NAECO 41 14502L NVOINM 0. 010 F 911 OF REPORTED 0 1000 I 1 EROSION RO 04010E 004DRAMSDEVICE 10 0 11039OR AS 01100IW, FOR MY REASO µ0 01 LEAST CONIES D DURING SHALL PERK 1000 UEMIR CAW RAINFALL OF COTT/MOU POEMSS. WT 11. MORON CONTROL DE VICES MALL E RENTED ROTE MET MOOR E HALF FILLED TIM SEDIMENT. 12. . O 01A ERODO00911R0LDEVICES SV NE REPAIRED AS NECESSARY 10 TERMER A F 13. 0000 91 CONTROL 004400 S HALL BE M40021 4E0 UNTIL POTEA 1001 COVER IS ESTAB0 SOD MD 4121 RE04VFD SD THAT DRAINAGE FR OM 11E SITE IS NOT SPA RED . 14 STORM WA DET GROUND 001.1 14NNHDEVICES AS RE M10 BE CLEANED M SPECIFIEDANEDSPECIFIED ABODE AND AFTER PERM IL ANY s1u mEDj AREA LEFT EXPOSED FOR A PERIOD GREATER MM 14 DAYS MALL E L AEFg0 IS. ANY GSNRBE 1 AREAS TI M WIPES 21 OR RATTER SINN AE NOT STABILIZE' MY ANY 01/10 1 MEASURES MALL BE SE EDED AS S E TNFD 51 'PEAM AHEDT SEEING'. 17. VEGETATIVE INTHODS A VEGE TATIVE COVER SHALL E ESTMU9® 100 MAINTAINED D YER 213 FMAL GRAMM AND OTHER COVERS FO RM 041040 OFTI E LSTAM194MENT rat0.1 OF THE OF 4E ETASEE OAIIYE COVERS AL PLAIN 50�AlIVE • T MOWN 4 INSP RTIO1F TM MASS COVER T CRASS E PDWDOFD 10 IDEN TIFY AREAS UNE RATE 110 2 TONS PER ACRE FER11000: 1500 POUNDS OF 0-12-12 PER ACRE 16 MOWN MULCH S HALL E UNCHOPPEO, 4NR0Ti0. SMAU. CAIN CRY SPRAT APPLIED AT A RATE OF 2 TONS PER ACRE MN. W MATOE& F1ALL E RSLAIIYRY ME FROM AL E NDS OF TEET S MD SHALL E NEE OF P RO NY4® 0041015 SEEDS YFEN ARE AS FOLLOWS : COMA MU M..MHN9RN RA55 AND '.MO H7. W° EPRE70 UNMET MCCINOCALLY OR W P00MLY BY HAND MOM ANN CNF 40 SHALL E ACI OMI0105 NN EDFIACEMM1PIAIELY AFTER MUI.ON P4,00004010 MINN 1095 WY W0 OR HAM. 114,1 MAY MONO MULCH 10 0440 BY S. PEG MO VANEMERMHD. MULCH 41 101 X00 0 100. 110111x3 DR IS SOL EM T THE SOILS N THIS AREA HAVE BEEN CLAMMED FY ME SOIL CONSER VATION SERVICE AS RING Co o <CAIPI.V-U rban COmplf). 20. 115 UEV0 OPMFRT IS VA1H N H OOD Z0E'M-13' BCCOMO 0 TO F IRM. CO LRUOTY PANEL RU INER 130510EBF, MM 00100 Oe1ORDR 20. 2006 21. TM 910 5 N 204E 'AE -13' AND IS LO CA TED'MFNN RE 100 TE AR 010 00 ZONE SPECIAL NOTES: I. 114E ESCAPE OF SEDIIFNI PALM 1HE 91! 702 01. FE PETFN IEPED BY 121E INSTALLATION OF ERD 91CN AND 0001010 CONTROL EE A000 NO PRAC ROFS PARR TO OR O211GRNOR 50114 LANG 4001000 000 AMIDES 2. TIE NSIALLAT OTF OF EROSION 0EF1R0L M EASURES AND P002003 iE SNAIL RE INSTALLED PN00 TO OR 03NCU0E24T TAME LAND 0 0400900 AC11T1010 3 EROSION C@LIR0. 6EASN0 WRL E MARHTARNED AT ALL TRES. IF 011140100NOONTE I. CF 121 E APPROVED PLAN OM NOT PROVIDE FOR RV Adx0pCMu (109000 AIRY S DREN T OON NDL MEASURES 9040 1. BE NR EAEN1ED TO CON TROL OR TREAT 1HE 509110 SOURCE. 4 D TY OFT WEE ISLAND P( 600M4 9011. RAW 121E RI040 10 INSPECT STO IMAIEA FATRN I® AT 001 TOES. 5. STATE WA1P0 00 NOT 0 050 AIMS 200 FEET OF 'RC PROPERTY. 0. FR ESH WA TER DEMANDS D0 ROT EM IT CN TAGS PROPERTY. V1THE 141E0 THE 9 E MDR 10 MIAte =NAM CONTROL R PLAN a�.µAAS D. TWE E 14_0143 'M E 0510101. WATERSPARC L1W AIFR NMN AN0 ULIM 10110. 1404AIENNTIC OWN. IL ANY 17911011ANCE AREA LEFT FRPOSED FO R A SHALL E STA3ULL1r1 1 NM PSEEDINGto. mEmwein OR . PERIOD4AF 11FA 1101 14 DAYS 10 THE ES & PC F LAN 144101 NIDE A 1100101120 EFFECT ON 101E SPROJECE MUST E APPRO EO BY THE DELON IDICOMM CI FARING NOTES: 1. ALL 129011010 APE DASD ON NAVO 55 00141. 1. CONTRACTOR TM REIN NIENME FOR LOCATING LL DECV04014 CON STRUCTION AGNATES FO R URO NN MUM A04 CONFUCTS 011E AM iNCONTR ACTOR. ANY04 11+DAGE TO EN SG UOU TI10 91211 RE REPAIRED A 3. A11 WORN SHALL E IN W500 11ANE TIM THE STA TE SOL AND WATER CONSERVATION a0M1RR M9 ' MANUAL FOR STORM /A6 E011 0RAT04 WARM N GEORGIA All. EGMFNT 0014003 FEAMRS MALL 9E 112411/ 0 ON A KG RM OASIS AND 90 11 01110140.:0 MY 114E W010011TOR UPON MCIPTANE aF 114E SITE IN THE OVER. 910 LAND GSORBNO PLAN. BY 011101T 9URFAC DISTUADED S A 19 1 00 GRAM AS 0REAS AND �0TD EA RTH ON 01401 LAND DIST109N0 A CRE TIVITY RAE 6 MEETS TIME ME 91E DLL E SUCH THAT All. 90 40.03 MUS T 1RA W1g COHS MLCi01 ERNS TO REMOVE MUD FROM TRE5 BEFORE FMIFIIN0 ANY PRIED MAX NC OA. Y. 6. BALES OE NAY. STRAW OR SLT RIVE SHALL E RA CED MOU ND ALL STORM INLETS CTO PPE VIDET SENNETT FROM ONSTRUCTION. T EE M 01055 ARE E TEMPORARY PP E R DRAI NAE WAYS WRNO 1. ME 91E CONTRACTOR SNAIL E RCl0 09 010 FOR PRONONO POSITIVE OP1NAE OF ELL AREAS MTTHN 141 FROND E STE !CLOWN; RRNTS-OF-WAYS, EA SEMENTS MO LO TTWET100 R®® 00121LA 1 aE CONITUCTOR 1iDES PRO VIDE 4 0010 204E 404 014D ALL ADM FRI MO ON To 50404 PPE IOW 200 00 NOT Cam. THE CONTRACTOR S HALL E 10000910 FOR armay0 PROPER 00 2 DRAINA GE CONANY STRUCTER PUNS ARE CH AR M M A RESET or 16 11THE CCRIRA CTER R ol 500BEGIN 500 0001 SEA UR MY CONST001000NSTRUCTIONAD=MY MIL APrRGH1 A1E RR 1114 DISTONED PRIOR 10 ANY G. EON M0 ACTIVITY AND D. IF Prousom. 1REE YAINTR TMIED LENT 1191010140 9Y MEM OR ENGINEER TO ROME TUN. 06 121E CONIRA1LGE SNAIL TAKE SPECIAL EIRE TO AVOID WNW TO TREES AND ROOT SY01000 M ULE WORMED OD IN TIRE PR0LC103 BMWOA0 45. 110 CO NTRACTOR MALL 10 1 050 OR S TREE ER T. PROTECTS/ RARRICA9 T IMOUT A REPRESENTATIVE Mom 1 11. PRIPON OF TREE LAME BRANCHES NO R001S OF TREES TRIM ME MT. TREE 0001ECTO4 BARRICADES 9 11E E DONE IN CONFORMANCE TIM 0ECORZA 13014 5010 AMO FOR 940E MSS' . MY VRAL AMORIST ADAl001 FROM 1011 O ATEPP RECOMM EN00 0 N RE "TRITON ME N AA WALL90011.00 APi 009 0 BY ME 001100 N TI10NG MICR TO ANY MUN RO. 12. UN 10 OF GRADING MO GRAMND ARE INDICATED ON PLANS AS 'ONES OF DRTURBMCE T. 13. ALL 010 RRY (ll AREA S FIN41 NEW CONSTRUCTOR ACTION S I A. E moo*. RN Tu1ID AND WATER ED 10 PROMOTE A SUFFICIENT 9 251110 COYER AT TILL P EV041 SOIL 0109 01. SUFFICIENT COVERAGE SHALL E M 1ECUED N 'ER OSION CO MM. CRANN0'. 14. 01 011410; 21104AVATON SHAD. E PERFORMED 90 MAT ME SE AND THE AREA IIMDRHAIELY 9 1N NIIMOING TIC 9 10 5099 1 EFFECTS ME OPERA TIONS 0 EL BE 0T NIN0ALLY AND 900505ELY DRAINE D. S RFAE RAWOH. GROUNDWATER. DR ANY PERCHED N UM AMDR NPR CImIAM. E M EAN S A000 05ED 04 TIETEREO EN CINEIN. STALL E REM OVED BY ANY TENTATIVE ACTIVITY SC HED ULE SE GOES 4E1B19M RA4W KUNG 9RB RM GY R R IEPIM MGM* 00131 0 4X1000119 01 =MIT 44 045 1 100.1. Or MOW MUM. SITE DATA r COAS TAL PLAIN VEGETATIVE COVERS PINIDN INFORN00RA99 RATE tear PEWWRM CRASS RATE - IDE AOOL S A . 10 1b./b .0 COMM40.0 211- SOO 0R COMMON 0014M (NULLED ) 10 1b./b AURA COMMON BERMUDA./b 10 Lb. 1 00MIPADE COO 0R COMMON WM. (02130) 10 105/b JULY- COMMON RERN 100 (9R1E01 10 11141.44 N BROWN TOP MR1E 1 40 9404 //FAryT warmO. SOD 10 12..//0 COMMON 10010141 (UN BIUID) TO 11r/b !WWII RIEORASS 40 110./A. IRMENUM- OR E 44004 SOO 1/1 BA/0c aTnemE a.m.Au E' T.00)- TEMPORARY CONSTRUCTION EXIT Ca LEVEL 11 CERTIFICATION NO. 2104 IS SUED 11-6-05 EXPIRES T1-5-20 I I li 3 a°3� jU ah0 wl7 O C z C-6 lI ZI 41 OI N CP I L__ 2 LF, 310 str F FB s, N 4833' 29" E 141 49' �� —I T_ ____ C S 48'41'47" W 125. 50' SPECIAL AVERAGE GRADE NOTES : I. THE AVERAGE GF.A Dr 10 TL '5f0 A5 A BAST CU IVA TIO II NET THE 'WING HIJGIIT 1 • TO 2' '5: TONED FRO M TIT O 51T 15L ID PUNNING "ZO NING E: 'ARTMENT. SPECIA L BUILDING SE T BACK LIN E NOTES I ITT AUILDINE 01111.1111 SHO WN ON THE PLANS 15 ASSUM II' O UTS :' PART OR TNT BNII. DING. 2. THE. M O51 MOTTLE' . 'ART 1 ". BUILDING. INCLU.N'.S ALL :INN. SHUTTERS, GUT, '5, UOWTSPOU13 DO WIISPU1 TOO TH M WORK ANY FIND OR TiO OP CO URTING OR AI.'C' TIC PART OP TI UILDINA :f.CA11DF.A_' I,.T IS T•. Al./O RDINATE BUILDIND M TT ITC O WN AND ARC TO RAAA SURE TOTAL NO PA W HD LDII.' 11 1'HE FXCIP IO N 'r T O VERHANG. PROT RUDE' , OUTSIDE OE S HUIIDING LT. FINTVR AIL' I FR OM TIt'FOUND I INt TO THE- "-TOM Or I RE TO OT OVERHANN DUFFER UTSIEM 15 TO BE INCLUULT 0 P ARE Of THE ALLAW f UV E.R ANC A. CA NTOLE TOR. T'5EE PAWNING AND ZO NING DEPARTM ENT I " BUILDING B .F LINE U' 15 IT A.i11,1 :P, STSIEM 15 WI _E' AND EAR WI' ,P 111'_ DOWN525, I: BON- EINf.PLA.,T'L, CL:VAI1 IAIl S, E:OEIf DL. -. `.?AIRS AND AC COMPER`•"LOPS CONSULT IHI. "TREE''. ANIIINc.. AND ZO NING D, PAP, IMENT I I BUILDING A CT TAC K UNE lUVIPT3MPNIS IT A SPREAD FA A AND 15 U G. CER III"ICAir OE O CCUPANCY W ILL NJ HE: GPANIED IP AM 'ITT Or me HIIILMIN'S (INCLUDING SIDING. BHUTTET GUTIER . DOW 'U ILTS_ DO WN'LI' OU' 50073, TRIM, WAT'E, TABLE LIP, ANY AT.UTEC WORK. ET C.) EMENDS OVER TH' BU ILDING SRI TACK LINE WITIIOI . lA RIANC'. FISHERMANS K / FORMERLY A #2 s9 • LEGEND NEW EXISTING -SS— —SS— • sD ENE H W.V® ▪ W.M, ✓ IPb iW 10.83 TP 14 .85 PO 18.1 TS 16 .10 TO 16 .10 1C 18 .10 PUA0RIY MT DESCR IPTIO N BOLDING RESURFACE ASPHALT PAVEMENT A SPH AL T PAVEMENT TYPE I ASP HALT PAVEMENT TYPE I I CONCRETE PAVEMENT CONC RETE SIDEWALK STORM DRAIN UNE SUIITARY SEWER UNE WATER UNE SANITARY SEWER MANHOLE GAS V ALVE WATER VALVE WATER METER FIRE HYDRANT SION FLARED END SECTION SPOT ELEVATION CONTOUR INVERT ELEVATION CHAIN UNK FENCE DITCH INVERT PROPERTY LINE IRON PIN FOUND TOP OF WALK TOP OF PAVEMENT FINISHED GRADE TOP OF STONE TOP OF GUTTER 'TOP OF CURB II 13 wEz sh �k mw w SN 2 0 0 'V V 6 Inermemenne mee PIM IBM MITES Wei. VIER 1-9110-2.7.11 C-1 N 48'33'29" E SP EC IAL BUILD IN G SET BA CK LINE NOTE S : H IE T OIL DING O UTLIN E SHOWN ON THE PLANE'S A5,Hv NG I 1. 1051 ODTSIDE PART OF ENE PIIILDING. 2. THE MOST UIITSIUE PART OF THE TIIR UNIG INCLUDES AIL SID SHUTTERS. GUTTERS , DOWNSPOUI5 DOWNSPIIT BOUTS. IRIS TOR, 01 A NY KIND OR TYPE Of COVERING OR AFSST IC PAS T OF TEN pl. O Il G. 3. CONTRAC TO R; IN TO COO RDINATE f1U LD N, wi TN THE O WNER r- II APCE ITEC I TO TA/C SURE 111A1 NO A PT (, F Sir REMDING. W' THE EXCEPTIO N Of THE OVEG AIIA. PRO TRUDE!) OUTSIDE Of Air " LDIIIG S ET TACK LINE VERTICALLY FRAM T IE GROUND ERIE TO THE DC ROM OP THE ROOF OVERHANG. GUTTER SYSTEM IN TO OF INCLUDED A: ' .RT or 1 HE ALLOW ED OVERHA NG. 4 CONSULT THE TYDEE PLANNING A ND .r1,5<'. DI'. PARTMENT FO R 1 HIDING SAT PACT. ONE REQ UIREMENTS IF A GUTTER SYSTEM IS UTILIZE" ND FOR DOW NSPOUTS, DO WN5POUE BOO T5. FIPYPIACES. ELEVATOR- 'J /S, 5OO 1 DECOY. 0101115 AND AC GUM°ro _SO RS . 5. CO NSULT THE TYLTEE PIFINNIN5 AND IOKII,,: DEPARTM ENT FOR IIIDIN. SET BALI: !POE REQUIREM ENTS IF A S PElL/P P.1)11110IS USED G CERTIf (.A TE OF OCCIIPAN 'r WILL NO T HE G RA NTED IF ANY PA' OF THE BUILDING (INCLUDING SIDING. SHUTTERS UTTERS, DOWNSPL D IW I PI)UT 10015, 1510 WATER TATTLE )RAN ATOTEr,TI(- ''TIC) PACIFIES OVER TNA SUNDRY; S ET LTA , LINE W ITHOUT /1 =.RIANCE. GUTTER AND DO TY NSPO UT CAN INSET END OF N EW STRICTURE DO 'W :5 E0U( OLD 10 DIRECT ROOF' r'JN.-IP T01111 IIEW SWAG 0015 AND RFPIACE NCE AS REQUIRED 2 F 1 � Be N 48'38 0 a— �• Py " — 80. 00' G. FENCE ETNSIKIC— EARTH DRIVE AND CATE 39 IT FISHERMANS _K / FORMERLY AI�( #2 PROPOS ED S ITE PLA N BHA FA 1,1,11,11, 110KMA110,1,1, 111,0,00 0,1,111,112110011, 0r LI v4.110/IN ANA TO r• I AN PIA fAt. •!.. : IN,A110 11111111 0211211, SP ECIA L AV ERAGE GR ADE NO TES : 1 IO T E AVERAGE GRADE EE USE D AS A SAME 00/ ANON TJ SET THE BUILD ING HE AL T IS TOTE ODE AINED FRO M 1111 /WEAL 151,41 0 PLANLIRIG AND ZO NING DEPARTMENT, M OGI, NO. AraviN ni P P. TO MAL Mr AMOIAIL MID MIA Mr NOW: 2 DO 0.10.0.21T axe WAN 'A0. OROR D P (m wrAiwlmnor 240.17 RR ID MP, EM OMO ISM TO c anotwa tlya LEGEND ROOF PLAN ITEM EXISTING PROPOSED TOED CONTOURS DRAINAGE FLOW ARRO WS TOP OF PARKING SLAB K —12-- PRO M Pic ory Of ANA WORKrOr NOTE15w. p NoI r NI o Nrc OrneR .:..:_) In, uNE I w an Tnc APPR OPRI AIA Noun AC0121, ? 11 011104.0.1 0, 005 -.. -It OR L OC, AN 41054410 ANO FOR AVO10,11,11.00FLAVI VAIN •441, V A., 10 r'UIIT 1 T3F 0A.1120 . All 1101)14 , A PE 0, 4100 5cArN 10 r 01.41r WIIWLC AOINE In A4,011111-4 Of 1 gNWJ: In. 4 KLMOVC .41.1 11110[0 ,001100 1.111 011, 001 O nt 00 11 01 AIM I 0111 u t, 1 PI F 11.1AOVt AIL P.f h, n U.ENSARr I ON x 0r O5LU 0.0115011 ,111 00 PALA W,If OANNA LIr 10 0115141, Mr, Lwow P uTorru, -R !AI CAONWI TU NTI O0 Wit tr THE CON FRAC F OR K NO W, NI P Fnwlu nr r u. DtPfr1 "n N A, ,.4' 11 wN Or 9 O 010 01411 01. FA AANFI A AWN 10 1100Pr.T 01 nf.MALL H Or C HM.. .�-wrA0 MA Alre .... ... .MY. 2,A10 1)101 00 0,5LREPAN CY OR C OM, Rug "fmw6w SVq: WV N A.5V F6- ROM Da n 1 MW 1111" 0 8 AO IX IT 201(1w DR AWI NG rILWIDER C-2 LIMITS OF X02 .c4` DISTU RBA NCE k N 48'33'29" E 1. 4 000 "p :—J 6 as.o• S 48'41.47" W 125.50' Cr c 6' PVC rcccc Ta t LIMIT -1'S OF �'b �I 4 DIS TURBAN CE 6. S9^ 6 FENCE 0 LIM ITS OF ] ISTURBA NC E] F7SHERMANS VV�LK / FORMERLY p LIMIT $pF DISTU RBA NC E A so #2 S OIL EROSION AN D S ED IMEN T C ONTROL PLA N - PHAS E I STREAM BUFFER ENCROACHMENT NOTES : I. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON-E)iE NPT ACTINIDES SHALL NOT BE CONDUCTED WTHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASU RED FROM THE POINT OF WR ESTED VEGETATION WITHOUT FIRST OBTAINING THE NErMMARY VARIANCES AND PERMITS. ROW= H OID muses Ane wo w ,B. t=000v r DR CORPS r POMMY eaaaT P ROM MOW °""P IA•SCPS MO APPROVAL ""10 BOP MOM. NOTE NEIII nTA P aaflw ILT IMOE in amSTWLI a0Tm r LVTIN PUCE IINTL CONED. r dIniA11OH HA9 Or en LEVEL II CER TIFICATION NO. 2704 ISS UE D 77-5-05 EXPIRE S 1t-5-20 SOIL ER OS ION L EGEN D rW wa2 " NE MOW WNW wins TR t now WPM ma nBan n an M OCK OW HORN n uns: MINT monono. WET ®Nan Inv ENONE NT TIM aanmBE Ira NITNIERNIR as sRILNea NETKRI M OT Musa Ma tt e WARNE 20111112 (ED Osl CI cED CD CI CD Donl on and Sedim ent C ontrol Ph oning Mks' Phone (Pho ne I) 1. Ws phone sh all i ncl ude Set f encing and oanetr uctl on mit e and sedime nt a nd dete nti on ponds to he i nst alled prior to an la nd disturbing G OtMti . to pr event sediment from leaving Mt site . I nte" nedl at e Ph as e (Phas e 0) 1. mis pha se Mal Incl ude co nstr uctio n of any outlet structures, retrofits, check dome, Wets protectio n and tempor ary grosskp . Final Phase (Pha se III) I. Ns phew eh all Include outf all protection, any wised inlet pr otection end a ny other perma ne nt d evis es ma.L MaM aN ON Mol t AwMwr'aPwMir on , w iio A nnson uter . � LL DESIGN SERVICES. INC. O CO atir- 1 1 yN z m 0 Eim - ztrin NLW Z C-3 N 48'33'29" E FENC EPsse 44 4/ G f !S y p°� eF °A / 9� m LI N ITS OF ° O?fro „ DIS TURBA NCE 610 � SDI -NS 1 1.4- • - SqP ?OH S Z� 9 q t. 0 X00 0,cp4 ,,� ,1 , S 48' 41'47" W ----___ - —125. 50' __ AN MA NOR NV MC AR OSO LMOR OF DE 0 31. OF PO MO . OP CD FOR INSTIADINEE TO TESL PINIXOTTO P RODS S UN S PCNIO lr ANTI ger1ACE 1110E 0S 11001510 LIMO ITSF ST " Io D IU RB ANCES sl 'IS SDI NS 03 UM ITS OF DIST URBA NCE 6S 49 ___________�J FENCE 6 LIMITS OF D ISTURBA NC E] SHERMANS K / FORMERLY AY #2 sY SOIL EROSION AND SEDIMENT CONT ROL PLAN - PHAS E II STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. SOIL EROSION LEGEN D ND MCC NEamen COM Mss TM rea rm ■n a WOW, en MIS oa,m,ellal IT 00 X DC MUM MIN o nE rEra MU MIMI NO RM OUR amn¢ D AMN MIME MCC Er osb n and Sedenent Contr ol Ph asing initial Ph as e (Ph ase 0 1. This ph ase sh ag incl ude Sgt fe ncing and construction exits and sedi ment and d etentio n ponds to be l netaaed prbr to on land di sturbing acti vities to present sediment fr om leaving th e atte. I ntermedi ate Ph ase (ph ase 10 1. Thi s ph ase sh ag in clude constr uction of any outlet str uct ur es, r etr ofits , check dam s, inlet s prot ecti on and tempor ary gr aving. Fi nal Ph one (Ph ase IV) and any other p erm an ent devic es any inle protec�f bnMali OEM ®®®®o@®®®04 • m.1 roIDD Or DD Ne w aaNOWNCIIPA LTw OXFUX ne WOOnu r. O Mac."" a. Sri CD T DO C. z"'OMAN▪ mcse enne FOR AD NW Off MUM cu., fr CI MI APE 0/AP mom Dole 1. oDna"n. rur0 em ar DlIF NE CAD nn00O LL Anon es "rrn " oauno . LEV EL II CERTI FICATION NO . 2104 IS SUED 11-6-05 EXPIRES 11-6-20 I I 11 li f MINA Alm. Vic , D UI IT =I D DRAWINO MINIMS C-4 Al op 6 6, 61 6 ° i/B 4- Chatham County Board of Assessors: 2017 Property Record Card 4-... http://boa.chathamcounty.org/DesktopModules/ChathamCounty/B 2017 Chatham County Board of Assessors Property Record Card APPRAISER mwthomas LOT 7-B-1 SUB OF LOT 7B WARD 6 TYBEE ISLAND SMB LAST INSP 01/17/2017 19S 57 APPR 000008 ZONE 4-0010-04-018 1615 CHATHAM AVE TYBEE ISLAND BELL & WHITAKER-BELL BRIAN M & CONNIE L * 1615 B CHATHAM AVE TYBEE ISLAND GA 31328 CAMA ASMT 440,200 405,625 LAND 1 238,300 219,375 BLDG 1 OBXF 0 678,500 625,000 TRANSACTION SALES BOOK / INS VI QU RSN PRICE PAGE 09 Sep 896 229 WD I Q 2016 GRANTOR.BERES DEREK D & MELINDA R GRANTEE: BELL & WHITAKER-BELL BRIAN M & CONNIE L 625,000 15 Feb 2321 0700 WD I Q 565,000 2002 GRANTOR:KELLER & MCNEELY SALLY & GRANTEE:BERES DEREK D & MELINDA R 21 Mar 177U 0450 WD V U U1 210,000 1996 GRANTOR:NORBURN RUSSELL L GRANTEE:KELLER & MCNEELY SALLY & 10 Mar 171U 0135 WD I U UN 280,000 1995 GRANTOR:MACDEE ENTERPRISES INC GRANTEE.NORBURN RUSSELL L 11 Jun 160Q 0301 WD I Q 198,300 1993 GRANTOR:CIUCEVICH MARY COLLINS GRANTEE:MACDEE ENTERPRISES INC PERMITS TYPE DATE AMOUNT 150582 GM 04 Feb 2016 Comp 10,000 140479 HT 05 Nov 2014 Comp 7,986 040044 RF 09 Dec 2004 Comp 5,000 [00-63 NC 09 Dec 2004 Comp 122,130 COMMENTS: 21 Oct 2016 TY17 SURVS 04 Apr 2008 2001 NEW PIN; SPLIT OUT OF 04 Apr 2008 ADD CHG PER FAX 04-04-08 DLB 08 Nov 2007 CRCTED ADD PER RET MAIL 11/8/7 23 Jul 2001 FOR SALE 07/20/01 $689,000 28 Sep 2000 4-10-4-17 SMB 19S 97 9/28/00 [Click for larger picture] SAG I S CODES PROPERTY 0006 RESIDENTIAL USE UTA 0004 Tybee Island NBHD 020189.00 T189 TYBEE BACK RIVR EXEMPTIONS HISTORY LAND IMPR TOTAL 2016 440,200 215,800 656,000 Cama 2015 440,200 218,800 659,000 Cama 2014 440,200 245,000 685,200 Cama 2013 440,200 241,400 681,600 Cama 2012 440,200 226,900 667,100 Cama 2011 440,200 226,900 667,100 Cama 2010 978,000 281,500 1,259,500 Over 2009 978,000 281,500 1,259,500 Over 2008 1,259,500 A/C 2007 978,000 261,000 1,239,000 Cama 2006 465,500 301,500 767,000 Cama 2005 392,500 301,500 694,000 Cama 2004 401,000 235,000 636,000 Cama 2003 340,000 219,000 559,000 Cama 2002 216,000 219,000 435,000 Cama 2001 132,500 155,500 288,000 Cama LAND ID# USE DESC FRONT DEPTH UNITS /TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 111101 SINGLE FAMILY RES 0 0 1.00 -LT 120600.00 R2 SZ265 440200 1 of 2 03/21/2018, 9:38 i ttham County Board of Assessors: 2017 Property Record Card 4-... http://boa.chathamcounty.org/DesktopModules/ChathamCounty/Boar... 2017 Chatham County Board of Assessors 4-0010-04-018 1615 CHATHAM AVE TYBEE ISLAND Property Record Card BUILDING SECTION 86511-1-2017 CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV 1% TOTAL DEP % RCNLD U.FACTOR MKT VAL Residential 281,960 1996 MS 21.00 0.00 0.00 0.00 21.00 222,748 238,300 22 [Click for larger picture] HOUSE PICKED UP ON SPLIT; ORIGINAL HOUSE BURNED DEC '95; PRESENT OWNER PURCHASED MARCH '96; ASSUME THAT THE HOUSE WAS BUILT IN 1996; ON INSPECTION 3/30/98 HOUSE WAS NOT NEW; WOODEN DECK NEAR BEACH AREA 29'x 17'. VM..FOR SALE 9/28/01 $654,000 "CUSTOM SECTION TYPE 1 - Main AREA 2450 TYPE 1 - Single-family Residence FRAME 1 - Stud Frame STYLE 2 - Two Story QUALITY 4.00 CONDITION 3.00 # UNITS 0 #OF BEDS/BATHS 3/2.10 COMPONENTS Units % QUAL R1 108 Frame, Siding, Wood 100.00 R2 208 Composition Shingle 100.00 R3 352 Heat Pump 100.00 R4 402 Automatic Floor Cover Allowance R6 601 Plumbing Fixtures (#) 10.00 R6 602 Plumbing Rough -ins (#) 1.00 R6 622 Raised Subfloor (% or SF) 100.00 R6 641 Single 1 -Story Fireplace (#) 1.00 R7 721 Carport, Flat Roof (SF) 1225.00 R7 721 Carport, Flat Roof (SF) 480.00 R11 904 Slab Porch (SF) with Roof 176.00 R11 904 Slab Porch (SF) with Roof 176.00 R11 904 Slab Porch (SF) with Roof 480.00 R11 904 Slab Porch (SF) with Roof 480.00 Df 2 03/21/2018, 9:38 AM 0 VERTICAL DATUM - NAVD.,5 6 6:s 10. VERTICAL INFORMATION SHO WT'(1lNWCATED ON THIS PLA T IS NO T INTENDED FO R CONSTRUCTION PURPO SES WITH OUT S EPB+LATE AND INDEPENDANT VSW9CA TTON. II. SURVEYOR'S CERTITICATTON EXTENDS ONLY TO THE TOPO GRA PHIC ASPEC TS OF THIS SUR VEY. 12. TOPOGRAPHIC SURV EY A5 SHOWN DOE5 NOT CO NSTITU TE A BO UNDARY SUR VEY AND IS NOT TO BE RECORD ED OR USED TO CONVE Y PROPERTY. 13.111E TERM Y:ERTIPICAT)0N• AS USED IN RULE'I6O.6-.0 9(2) AND (3Y AND RELATING TO PRO FESSIONAL 144 ENGINEERING OR LA ND SURVEYING SERVICED, AS DEFINED IN O. C.G.A. 43-i5-2(6) AND 91), SMALL M EAN A SIGNED STATEMI]NT BASED UPON PACTS AND KNO WLEDGE KNO W TO THE REGISTRANT AND IS NO T A 6.o •�' GUARAN TEE OR WARRANTY, ETHER STATED OR IMPLIED. ti S 20 40 60 SCALE: = 20' N/P BRIAN DELL M ULTI -STORY RESID ENTIA L STRUC TURr 5 PISHERMANS WALK LO T 7-D-1 / 4-0010.04-015 RE 'ER ENCEII I. PRS 195-975 ASPHALT PAVSo- GENERAL NOTEsI I. IN MY OFTNION IN A CCORD ANC E W ITH F.I. R.M . M AP NO. I30 51C0326P, REVISED SEPTTIyIBER 26, 2006, TH15 PROPERTY DOES NOT FALL WITHIN A SPECIAL PLOOD HAZARD AREA (ZON E 'A -I3 AND VE-I3' AS S HOWN). 2. NO GUARANTEE, EITHER STATED OR IM PLIED IS MAD E THA T MI5 PRO PERTY 15 NOT SUBJEC T TO EASEM ENTS , CLAIM S, PRESCREPTONS, RESTRICTIONS, SUBSURFACE CONDITIONS, OR ANY O THER MATTERS OF TITLE THA T ARE NOT VISIBLE, NOT DISCLOSED, NOT DIS COV ERE D D URING THIS SURVEY OR BY TITLE EXA MINATIO N. THIS S URVEY WAS CONDUC TED, PREPARED AND ISSUED WITHO UT BENEFIT OF ANY TITLE EXAMINATION. 3. THE3 PLAT WAS PREPA RED FOR THE EXCLUSIVE US E OF THE PARTIES OR ENTITIES NAMED HEREO N AND TH E CER TIFICATION DOES NOT EXTEND TO ANY OTHERS WITHOUT RECERTIFICA TION BY THE UNDER9IP ,NED. 4. THIS SU RVEY IS N OT V AUD WITHOU T ORIGINAL SIG NATURE. DECLA RATION 15 MADE ON TH E DATE INDICATED AND TO THE PERSO N OR ENTITY SHOW N. SURVEY IS NO T ALE TO AD DITIONAL PERSONS, ENTITIES, INSTITUTIONS OR SUBSEQUEN T OWNER. }' . NIP 5. NO WETLAND OR ENVIRONM ENTAL ISSUES HA VE SEEN ADDRESS ED ON THI5 PLAT. DU CEY 6. UNDERGRO UND FEATURES A RE LOCATES) IN THE FIELD WHERE POSSIB LE BU T NO G UARANTEE CAN SE MADE 1615 CHATHAM AVENUE A5 TO LO CATION OR THAT ALL UND ERG ROUND FEATU RES APE S HO WN. 4-0010-04-00 2 8. PORTIO NS OF TH E METES AND BOUNDS SHO WN M AY HAVE BEEN TAKEN PROM PLATS ANWOR DEEDS OF RECORD AND HAVE NOT BEEN VWFIED BY FIELD SUR VEY. oar 9. HORIZO NTAL DATUM - GEO RGIA STATE PLANE (EAST ZO NE NAD S3) REBAR POUND 5.29 65 O. C9,„C9,„ 6.5 / DURRENCE MULTISTORY RG51DENTIAL STRUCTURE 1615 C HA THAM AVENUE 4-0010-04-016 N:727069. 35 51063532.40 5.2 4 rktN OCI A SPHALT PAVEMENT 5 .40 5.37 ASPHALT PAVEMENT ASPH ALT PA VEMENT RAG ELEVATION Ai I rWFf_ _- THE UNDERSIGNE D LAND SURVEYOR CERTIFIES THAT THIS PLAT COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR TOP OGRAPHIC SURVEYS IN GE ORGIA AS SET PORTH IN THE RULES AND REGULATI ONS OP THE GE ORGIA BOARD OF RE GISTRATI ON FOR PR OFESSI ONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN O.C.G.A. SECTION 15-6-67. _RGE - -. GEOM. FERREIRA RLS #2607 nae rn sn,n +A.4 GP$ /GIS/SURV EY 374 WNM TRIDC! OR , SAVANNAH, 6 20R91A mime. 912-354-4145-6 PAX, 912.!54 360 M ITR37411COMCAET. NET ay 4n a=" a0 L11 � d li} 22Es DRIR U.tiIU IJ r o'§54j. PLAT: 02/15/201 FIELD! 02/12/2018 REV1510N DATE: SHEET I OF I NEW TW O STORY CARRI AGE HOUSE FF ELEV .= I5.4 ° (PRIMAR Y LI VING SP ACE / WALK) FF ELEV .= 6.5' (L OWER PARKING LEVEL) ROOF HEIGHT - 28.2' AA 1 M G P5/GI 5/5 U RV EY 374 EA5TRIDGE DRIVE, SA VANNAH, GE ORGIA PHONE: 912-35 4-4145 FAX: 912-35 4-G5GO EM AIL: MITR37 4@C OMC AST.NET 0KG/ r„V0\5rFa 1 l! * No . 7� PRO ° ONAL o / C� M F tq- 03 1L N J CO Mom W Li maig OLD <1 .,Dz W 3O Z 0Z UJ 0_ Q = DC Io(r)w W W co CONSTRUCTI ON AS -BUILT SURVEY LOT 7 -B -I OF A SUBDIVISI ON OF LOT 7, KN OWN A5 5 FISHERMAN S W ALK, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FIAT: 08/20/2019 FIELD: 08/19/2019 REVISION DATE: SHEET I OF I