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EIGHTEENTH PL_2 2OF5.pdf
G� II CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 12/22/14 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 #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 130018 NEW RESIDENTIAL BLDG - SF li WISTAR LEWIS PO BOX 60759 SAVANNAH GA 31420 2 EIGHTEENTH PL P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org City of Tybee Island • 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. 1 -�- C) Date Requested Owner's Name L Date Needed Gen. Contractor Contact Information Project Address Subcontractor _ cc r- -, T I v G Scope of Work Inspector i�J l"*"O Date of Inspection - Inspection !Y 1 Pass El Fail Fee ,� Ps 1 Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail M Fee Inspection Pass ❑ Fail ❑ Fee iNrERNAT ]AAE CODE COUNCIL MEMBER U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660 -0008 National Flood Insurance Program important: Read the instructions on pages 1 -9. Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR (INSURAN� ._ q. List Al. Building Owner's Name WISTAR LEWIS Policy IN ber. A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. _Company N N9nat)6r1 2 18TH PLACE City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT B OF A SUBDIVISION OF THE REMAINING PORTION OF BEACH LOT 111, WARD 5, TYBEE ISLAND A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 31.98852° Long. 80.84882° Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 206 sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade WA c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State TYBEE ISLAND, GEORGIA - 135164 CHATHAM GA B4. Map /Panel Number B5. Suffix B6_ FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 13051C0326 F 7/07/2014 Effective /Revised Date Zone(s) AO, use base flood depth) 9/26/08 VE 18 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other /Source: 611. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 0 NAVD 1988 ❑ Other /Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30; AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR/AE, AR/A1 -A30, AR /AH, AR /AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: eGPS VRS NETWORK Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. 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) 0 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 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. l 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 tine or imprisonment under 18 U.S. Code, Section 1001. 0 R ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a V gT ❑ Check here if attachments. licensed land surveyor? ®Yes ❑ No Certifier's Name BERT B. BARRETT, JR License Number GA. 2225 Title OWNER /PRESIDENT Company Name BERT BARRETT, JR LAND SURVEYING PC Address 145 NER R D City SAVANNAH State GA ZIP Code 31410 Signature / Date 11/06/14 Telephone 912 -897 -0661 FEMA Form 086 -0 -33 (7/12) See reverse side for continuation. No.' -1225 U3 c9�,eNaSU Awr.�G` Replaces all previous editions. Check the measurement used. 11.4 0 feet ❑ meters 20.9 0 feet ❑ meters 19.4 0 feet ❑ meters NONE._ 0 feet ❑ meters 20.9 ® feet ❑ meters 10.7 0 feet ❑ meters 11.3 0 feet ❑ meters 10.7 0 feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l 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 tine or imprisonment under 18 U.S. Code, Section 1001. 0 R ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a V gT ❑ Check here if attachments. licensed land surveyor? ®Yes ❑ No Certifier's Name BERT B. BARRETT, JR License Number GA. 2225 Title OWNER /PRESIDENT Company Name BERT BARRETT, JR LAND SURVEYING PC Address 145 NER R D City SAVANNAH State GA ZIP Code 31410 Signature / Date 11/06/14 Telephone 912 -897 -0661 FEMA Form 086 -0 -33 (7/12) See reverse side for continuation. No.' -1225 U3 c9�,eNaSU Awr.�G` Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt -, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 2 18TH PLACE City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number. If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View' and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. LEFT SIDE VIEW i i fig r F Q4 441 W zz WE p REAR VIEW - ns■ all RIGHT SIDE VIEW 0 - RH I I Frei FRONT VIEW FEMA Form 086-0 -33 (7/12) Replaces all previous editions. Note: The V Zone design certificate is not a substitute for the NFIP Elevation Certificate (see Fact Sheet No. 1.4, Lowest Floor Elevafion), which is required to certify as -built elevations needed for flood insurance rating. /' , % ,, V ZONE DESIGN CERTIFICATE Name l�J � � +Qr �—E:W i % Policy Number (Insurance Co. Use) Building Address of Other Description 2--) ��-t/ /�L - -rY L E- `S[.� I(. 6 3Z� Permit No. �`!dl City / / �E-E— 6S4XA/%, State ✓ -Zip Code 2Jj SECTION I: Flood Insurance Rate Map (FIRM) Information / 22 ( i 305 ic�3 "z� F q -26-0 Community No. _Z 3 S /� 5� Panel No. SulTx_ FIRM Date FIRM Zone(s) V � % g SECTION II: Elevation Information Used for Design [NOTE. This section documents the elevations/depths used or speciSed in the design — it does not document surveyed elevations and is not equivalent to the as -built elevations required to be submitted during or after construction.] 1. FIRM Base Flood Elevation ( BFE) ........................................................................................... ............................... .. f8 feet* 2. Community's Design Flood Elevation (DFE) ...................................................... ........................... ............................... feet* 3. Elevation of the Bottom of Lowest Horizontal Structure Member .......................... ............................... .........................feet* 4. Elevation of Lowest Adjacent Grade ..... ...................................................... ........... ........................ ..............................l Q_-_7 feet* 5. Depth of Anticipated Scour /Erosion used for Foundation Design .. .............................................. ............................... feet 6. Embedment Depth of Pilings of Foundation Below Lowest Adjacent Grade ................................ ............................. J� A— feet * Indicate elevation datum used in 1-4: ❑ NGVD29 I!a AVD88 ❑ Other SECTION III: V Zone Design Certification Statement I certify that: (1) 1 have developed or reviewed the structural design, plans, and specifications for construction of the above - referenced building and (2) that the design and methods of construction specified to be used are in accordance with accepted standards of practice ** for meeting the following provisions: • The bottom of the lowest horizontal structural member of the lowest floor (excluding piles and columns) is elevated to or above the BFE. • The pile and column foundation and structure attached thereto is anchored to resist flotation, collapse, and lateral movement due to the effects of the wind and water loads acting simultaneously on all building components. Water loading values used are those associated with the base flood *''. Wind loading values used are those required by the applicable State or local building code. The potential for scour and erosion at the foundation has been anticipated for conditions associated with the base flood, including wave action. SECTION IV: Breakaway Wall Design Certification Statement [NOTE. This section must be certified by a registered engineer or architect when breakaway walls are designed to have a resistance of more than 20 psf (0.96 kN/m2) determined using allowable stress design] I certify that: (1) 1 have developed or reviewed the structural design, plans, and specifications for construction of breakaway walls to be constructed under the above - referenced building and (2) that the design and methods of construction specified to be used are in accordance with accepted standards of practice** for meeting the following provisions: • Breakaway wall collapse shall result from a water load less than that which would occur during the base flood * * *. • The elevated portion of the building and supporting foundation system shall not be subject to collapse, displacement, or other structural damage due to the effects of wind and water loads acting simultaneously on all building components (see Section 111), SECTION V: Certification and Seal This certification is to be signed and sealed by a registered professional engineer or ar t authorized by law to certify structural designs. I certify the V Zone Design Certification Statement (Section III) and the Breakaway Wall Design Certification Statement (Section IV, check if applicable). License Number L.!/ - Company Nam: Signatu f — s ;K - _. CERTIFICATE OF OCCUPANCY REQUIREMENTS Permit # 13 " o o C ? Job Address v Job Name S �CS e Owner /Contractor L post house number (and unit numbers if applicable) no attic storage signs, if applicable Energy Code Compliance Certificate V pass Final Building inspection Elevation Certificate, Finished Construction ✓ As -built Survey Height Certification, if required fDrainage Certification from Project Engineer Nonconversion Agreement (attached) — must be recorded with Chatham County Breakaway Wall Certificate (V -Zone only) Mitigation of Trees, if required lPayment of outstanding fees, if applicable City of Tybee Island City staff will coordinate these items when the needed documents from the list above have been submitted. Please do not contact the engineer or director. Drainage Certification from the City's Consulting Engineer, if applicable Drainage Certification from the Director of Public Works Department, if applicable V/ FEMA Inspection from Planning & Zoning Manager 1110312014 Chatham, m. Cle°rk Superior Court Daniel Massey Clerk Superior Court 133 Montgomery Street Suite 304 Savannah, GA 31401 Phone Number: (912)652 -7214 Fax Number: (912)652 -7523 E -Mail: dmassey@chathamcounty.org fficial Receipt: 2014 - 00003246 Printed on 12/19/2014 at 11:55:14 AM fir: 30 on_._SUPCTCLK-C66779 LEWIS Date Recorded: 12/19/2014 . strument_IQ Recorded Time Amount fk427 Pg 391 11:54:15 AM $10.00 OTHER SVRF SHACK TO:HALL, GREG 'CONVERSION AGREEMENT TCTURES IN THE FLOODFLAIN Address of Property '-//2 - %C-,CL �t (NAVD) Panel Number 'effective date ?_06 -0.9 WIS6Y' ' - Contractor _ �C`C_ )n Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the Elevation shall be used solely for parking of vehicles, limited storage, or access to the iabitation without first becoming fiilly compliant with the Flood Damage Prevention elow the Base Flood Elevation shall be unfinished or constructed of flood - resistant -es shall not be installed below the Base Flood Elevation. $10 , 00 e Base Flood Elevation shall be equipped with at least two vents which permit the $10, 00 openings otal Due: >tal of at least one square every q uare inch for eve square foot of enclosed area below paid By Cash: 0.00 different walls, and the bottoms of the vents shall be no more than one foot above ,hange Tendered: $ ; are required. HAVE A NICE DAY 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 ny variati in construction beyond what is permitted shall constitute a violation and be abatable as such. _ 1 Signature of rojpertty Owner Date Printed Name of Property Owner Signature of o caner Date Pri ed Name of Prop`m7ty Owner STATE OF GEORGIA COUNTY OF CHATHAM I hereby certify that on this _S _l� day of , 20 '�_, before me, a Notary Public of the State of Georgia, personally appeared _ W 1$ �o,r Le ,-) ',:5 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 ess whereof, I have set my hand and Notarial Seal. E DIANNE OTTO ,��� -` ,,t�; Zvi ;yFf Notdi County `y Public, Chatham C GA NOTARY o' 1 �� .y Commission CJCf)irA3 Nov. 6, 2018. ° c"r -' � J°; •`� c; My Commission expires on O V , 2 � k -'` ; `y (/'� WITNESS SIGNATURE O_ 7. Printed Name Address 703 col e l' nbt f Z ee 15. _-s& -j�,C yo �E _ Note: A Nonconversion Agreement must be used whenever an enclosed structure or portion of a structure is built or substantially unproved ivithin 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. Georgia Residential Energy Code Compliance Certificate* Address: 2 18tvKacP, Tybee� Permit #: Builder /Design Prof.: wLst" Lewtk Phone: Envelope Summary List the R -Value for the following components: Flat ceiling /roof: R2 7 Exterior wall: R20 Attic kneewall: NA Basement stud wall: NA Crawlspace stud wall: NA Foundation slab: NA Cantilevered Floor: R20 Fenestration Components: Window U- factor: v Skylight U- factor: N- Glazed Door U- factor: 32— • Building Envelope Tightness (BET): iC- %�Ge/��g��ped /vault ceiling: R20 9. ` - Above grade mass wall: NAB, Result ( %) Attic kneewall sheathing: NA Basement continuous: NA Crawlspace continuous: NA Ct Floors over unconditioned space: R 2 0 _:2, Other insulation: NAjQ� Window SHGC: fool? Skylight SHGC: .VA Opaque Door U- factor: ( <50% glazed) BET test conducted by: PatrtckClcwk' Phone: 912 - 721 -2013 Fan Flow at 50 Pascals= 663 CFM50 Total Conditioned Volume= 36587 fe ACH50 = CFM50 x 60 / Volume= 1.09 ACH50 (must be less than 7 ACH50 ) Low Rise Multifamily Visual Inspection Option (The visual inspection option may be conducted by a third -party in ead of the BET test for R -2 buildings only.) Visual inspection conducted by: '�c vti��r �i,rr� Phone: *Z - -`77 -1 Mechanical Summary , Water Heater Energy Factor: �� Ef Fuel type: ❑ Gas �lectric ❑ Other Number of Heating and Cooling Systems: Heating System Type: ❑ Gas: AFUE ❑ Air - Source Heat Pump: HSPF FR- ther: �✓� fsG1'rc i4f Efficiency: 22 - EEIZ t Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): P� -1 Cooling System Efficiency: Z2 / El SEER DER ❑ Other uuv, table- c-ap"e i Heating /Cooling Load Calculations Performed by: W&,JS Phone: S- Total Heating Load (Based on ACCA Man. I or other approved methodology): BtU /h Total Cooling Load (Based on ACCA Man. I or other approved methodology): Btu /h Cooling Sensible Load: 1 f / Btu /h Cooling Latent Load : Btu /h Total Air Handler CFM (based on design calculations): /L3 CFM Duct Tightness Test Conducted by: zV A Phone: CFM25 per 100 ftz 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 S 8 %, the post construction total duct leakage (PCT) is <_ 12 %, or the rough -in total duct leakage (Rrr) with air handler installed is <_ 6 %. State which method was used to conduct the duct tightness test: duct blower (DB), modified blower door subtraction method (MBDS), or automated multipoint blower door (AMBD). System Method (DB, MBDS, AMBD) Test (PCO, PCT, RIT) CFM25 Area served (fe) Result ( %) 1 2 Ct 3 *Note: This permanent certificate shall be posted on or in the electrical distribution panel or air handler. Certificate shall be completed by the builder or registered design professional. Where there is more than one value for each component, certificate shall list the value covering the largest area. Do not remove until final ins W Cr C9 ++ N -.4 CD O +j c— Q T ^W CD -WC G W d -a d CC _lA41'AA Dlaaec Ntmm for future reference, National Fenest ation Rating CQuncd'c' Canada energystarnrcan- rncan.gc.ca U.S.1 E.U. energystaar.gov If = oualifiediAdmissibie• WINDOWS* DOORS ersen, Double Hung Window AND -N -91 -00259 -00001 CompositeMood Combination, Dual -Pane Low -E SmartSun Impact Resistant with Argon and Grilles Product Type; Ve -tical Sliders ENERGY PERFORMANCE RATINGS U- Factor Solar Heat Gain Coefficient 0.321.82 (U,S,ti -p) ( Metrics SI) On 1 8 ADDITIONAL PERFORMANCE RATINGS Vis ' b T +�1uic uausIlilLiAtICE 0.41 - Manuiaarrce stipulate; tr,at mesa ratirg; corBOrm to apphcaola rifEr prccadurz; ran NFRC does N c, rating; are daterminea for a fixed Sat of _ r +fF "- tloas net r aztaroinlr�g *nnla p aconmaI any product aria tl an.ironmantal condition; aria a Cor'sult mar"f' �� rat Warr arrt tna suuaoihr- o+ n, sPati +:c prp -C. acturar ;literature for otnar Product pariormanca irAormatior, s p'Odua Tor an• wnm.rfrc rro _.\A/DMA '-- �•�. Certlfl��; 7P7rk , vid nna . cold Licensee: 129-H-947 Andersen Corporation A Series Double Hung Window WiSUi ail ur ?.' St jr, Ccft.fiCa'::" STANDARD '+ Aye: Rating EnviroFOAM Technologies, Inc. P.O. Box 631 Pooler, GA 31322 Phone: 866- 924 -2001 Fax: 912- 721 -2002 Salesperson Contact: Danny Burke CELL: 912- 659 -4270 Date: 2/4/2014 Env1ro F ()A , Technologies, Inc. CUSTOMER: Wistar Lewis ADDRESS: 530 Green Island Rd Savannah, GA PHONE: c: 912 - 598 -8180 Wistar FAX: JOB LOCATION: 18th St Tybee Island, GA BID # & NAME: 92542 - Tybee House- All Closed Cell EnviroFOAM Technologies, Inc. is pleased to provide you with a quotation based on the requirements determined at the site address listed above. WE PROPOSE TO SUPPLY ALL EQUIPMENT, LABOR AND MATERIALS TO THE FOLLOWING SPECIFICATIONS: Apply Closed Cell Spray Foam Insulation at 2" nominal - Band between first and second floor Apply Closed Cell Spray Foam Insulationin Roof Deck at 4" Nominal - Roof deck Apply Closed Cell Spray Foam Insulation at 3" nominal - Exterior walls of ground, first, and second floors Apply Closed Cell Spray Foam Insulation at 3" nominal - Subfloor- including bottom side of stairs Apply Closed Cell Spray Foam Insulation at 3" nominal - Walls surrounding elevator shaft- ground, first, and second floors 3" Rockwool - Interior walls on first and second floor 6" Mineral wool - Sound insulation between floors Fee for the above is: Options: Terms and Conditions: Payment is due in full upon completion of spray foam /fiberglass insulation application, with 1.5% interest after 30 days. Pricing listed above includes all applicable taxes. All mechanical /electrical work to be completed and inspected prior to spray foam /fiberglass application. Owner /builder to ensure that other trades remain clear of area during installation. Owner /builder to ensure that area to be sprayed is free and clear of all obstructions. Owner /builder to ensure that EnviroFOAM Technologies, Inc. is afforded truck access to the site address. Any additions /deductions or extra charges must be approved in writing by EnviroFOAM Technologies, Inc., and the owner /builder. Owner /builder shall discharge and save EnviroFOAM Technologies, Inc. harmless of any liens or encumbrances against land, buildings or chattels in connection with the goods and services supplied within buildings or chattels in connection with the goods and services supplied within this quotation. Prices are good for 60 Days. APPROVALS: COMP: DATE EMAIL: dburke @envirofoamtech.com CUSTOMER: DATE: Cust. Email: wistar @bellsouth.net $297.00 $6,600.00 $7,276.00 $4,944.00 $1,323.00 $1,125.00 $1,235.00 $22,800.00 F Conrad's H.V.A.0 Load Short Form Quality Over Quantity AH1 Conrads HVAC Job: Date: Jan. 09, 2013 By: Conrad Mamer 11 Barksdale Dnw, Savannah, Ga 31419 Fhone: 012-4414351-3 Fax 912920 -F523 Email: flying2crary @gmai1 mm VLbb conradshvaccom License CR109005 Project • • For Wister Lewis 2 18th Place, Tybee Island, Ga Phone: 912 -313 -9317 Design Information Htg Clg Infiltration Outside db ( °F) 30 93 Method Simplified Inside db ( °F) 70 75 Construction quality Tight Design TD ( °F) 40 18 Fireplaces 0 Daily range - M Inside humidity { %) 50 50 Moisture difference (gr /lb) 36 48 HEATING EQUIPMENT COOLING EQUIPMENT Make GeoMaster, LLC. Area 18525 Make GeoMaster, LLC. Trade GEOEXCEL Btuh 26464 Trade GEOEXCEL Model ES024 -1 CF /HZIVT cfm 0.041 Cond ES024 -1 CF /HZNT AHRI ref no. 3248872 in H2O 0.90 Coil 714 838 AH1 AHRI ref no. 3248872 Efficiency 4.69 COP 714 Efficiency Heating input 32644 Btuh Sensible cooling Heating output 32644 Btuh Latent cooling Temperature rise 42 °F Total cooling Actual air flow 714 cfm Actual air flow Air flow factor 0.030 cfm /Btuh Air flow factor Static pressure 0 in H2O Static pressure Space thermostat Load sensible heat ratio 19.13 EER Area 18525 Btuh 7939 Btuh 26464 Btuh 714 cfm 0.041 cfm /Btuh 0 in H2O 0.90 20280 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (f t') (Btuh) (Btuh) (cfm) (cfm) First Floor 2000 23690 20280 714 838 AH1 2000 23690 15909 714 714 Other equip loads 0 0 Equip. @ 0.98 RSM I I 15622 Latent cooling 1742 Tr1TA 1 C I VIf% 13 I��14�1 1l JVL7 1 14 ( 14 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2013 - .tan -15 12 51-48 ti wrigWS0ft RghtSu :ems Universal 8 0 24 RSU15577 .._ Page 1 A CDC ...s,Documentssanvannah GardensI..Lot 1791.Le1wsR2 18thSt Tybee.rup Cale = rAJ8 House Front faces Conrad's H.V.A.0 Load Short Form Quality Over Quantity AH2 Conrads HVAC Job: Date: Jan. 09, 2013 By: Conrad Mamer 11 Barksdale Dme, Savannah, Ga 31419 Phone 912 - 441$523 Fac 912A2G8523 Email: f ifng2crary @gmaitcam web. conradshvac corn Lic°nse: CR109005 Project For. Wister Lewis 2 18th Place, Tybee Island; Ga Phone: 912- 313 -9317 Htg Outside db ( °F) 30 Inside db ( °F) 70 Design TD ( °F) 40 Daily range - Inside humidity { %) 50 Moisture difference (gr /lb) 36 HEATING EQUIPMENT Make FHP Trade ENERGY MISER Model EM041- 1CF /HZ/VT AHRI ref no. 171440 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat kesign Information CIg Infiltration 93 Method Simplified 75 Construction quality Tight 18 Fireplaces 0 M 50 48 COOLING EQUIPMENT Make FHP Trade ENERGY MISER Cond EM041- lCF /HZ/VT 14.13 EER Area H Coil Btuh 15530 AHRI ref no. 171440 4.29 COP Btuh Efficiency 50096 Btuh Sensible cooling 50096 Btuh Latent cooling 41 °F Total cooling 1109 cfm Actual air flow 0.041 cfm /Btuh Air flow factor 0 in H2O Static pressure 0 Load sensible heat ratio 14.13 EER Area H 23295 Btuh 15530 Btuh 38825 Btuh 1109 cfm 0.043 cfm /Btuh 0 in H2O 0.90 28226 1 ROOM NAME A Area H Htg load C Clg load H Htg AVF C Clg AVF (ft2) ( (Btuh) ( (Btuh) ( (cfm) ( (cfm) Second Floor 1 1763 2 27024 2 28226 1 1109 1 1211 AH2 1 1763 2 27024 2 24635 1 1109 1 1109 Other equip loads 0 0 0 0 Equip. @ 0.98 RSM 2 24192 Latent cooling 2 2836 TnTA I C 1 I 3 27024 27027 1109 1109 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed "`-- .� * wrightsoft RrghtSurteR Universal 8 0 24 RSU155T 2013 - Jan -15 12:51:43 Page 2 ...s'.Documents *, Samaannah Gardens',Lot 1791ews#2 18thSt Tybee.rup calc = MA Houce Front faces Conrad's H.V.A.0 Project Summary Quality over Quantity AH1 Conrads HVAC Job: Date: Jan. 09, 2013 By: Conrad Manner 11 Barkslale Drw Savannah, Ga 31419 Phone. 912 - 441-8523 Fax 912-820 -8523 Email: fying2cra4 @gmaitmm Web: conradGhvac com License: CR109005 For Wister Lewis 2 18th Place, Tybee Island, Ga Phone: 912- 313 -9317 Notes: Weather: Winter Design Conditions Outside db 30 °F Inside db 70 °F Design TD 40 aF Heating Summary Savannah, GA, US Structure 20657 Btuh Ducts Btuh 3033 Btuh Central vent (0 cfm) Temperature rise 0 Btuh Humidification 714 0 Btuh Piping cfm /BtLih 0 Btuh Equipme ��r;4�f,. Latent cooling th Btuh Infiltration 26464 Btuh Method ZIA Simplified Construction quality 0.041 c m/ uh Tight Fireplaces in H2O Load sensible heat ratio 0 Heating Cooling Area (ft=) 2000 2000 Volume (ft-) 17996 17996 Air changes /hour 0 0 Equiv. AVF (cfm) 0 0 Heating Equipment Summary Make GeoMaster, LLC. Trade GEOEXCEL Model ES024 -1 CF /HZ/VT AHRI ref no. 3248872 Efficiency 4.69 COP Heating input 32644 Btuh Heating output 32644 Btuh Temperature rise 42 aF Actual air flow 714 cfm Air flow factor 0.030 cfm /BtLih Static pressure 0 in H2O Space thermostat Latent cooling 7939 Summer Design Conditions Outside db 93 aF Inside db 75 °F Design TD 18 'F Daily range 0 Relative humidity 50 % Moisture difference 48 gr /lb Sensible Cooling Equipment Load Sizing Structure 13989 Btuh Ducts 1920 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate /swing multiplier 0.98 Equipment sensible load 15622 Btuh - ---. —may Latent Cooling Equipment Load Sizing Structure 400 Btuh Ducts 1342 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 1742 Btuh Equipment total load h Req. total capacity at 0.70 SHRn Cooling Equipment Summary Make GeoMaster, LLC. Trade GEOEXCEL Cond ES024- 1CF /HZJVT Coil AHRI ref no. 3248872 Efficiency 19.13 EER Sensible cooling 18525 Btuh Latent cooling 7939 Btuh Total cooling 26464 Btuh Actual airflow ZIA cfm -Air ow actor 0.041 c m/ uh Static pressure 0 in H2O Load sensible heat ratio 0.90 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wri htsoft 2 ^013 - .tan -15 1251:48 9 RighlSwto:v Universal 8.0.24 RSU75577 .s.Do:uments San anrah Gardenwl -ot 179,Lc%ms#2 18.hSt Tytee rup Cale = M,18 House Front faces Page i Conrad's H.V.A.0 Project Summary Quality Over Quantity AH2 Conrads HVAC Job: Date: Jan. 09, 2013 By: Conrad Maurer 11 Barkslale Dnie. Sa%annah. Ga 31419 Phone: 912 - 44143523 Fax 912 4920.8523 Email flrnng2uazy@gmad mm Web: oonradshvac corn Licenr,, CR1o9o05 For. Wister Lewis 2 18th Place, Tybee Island. Ga Phone: 912- 313 -9317 Notes: Desi n Information Weather: Winter Design Conditions Outside db 30 °F Inside db 70 of Design TD 40 °F Heating Summary Savannah, GA, US Structure 22192 Btuh Ducts 4833 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 27024 Btuh Infiltration in H2O Method Simplified Construction quality Btuh Tight Fireplaces Btuh 0 110�cfm Heating Cooling Area (ft2) 1763 1763 Volume (ft') 15820 15820 Air changes /hour 0 0 Equiv. AVF (cfm) 0 0 Heating Equipment Summary Make FHP Trade ENERGY MISER Model EM041- 1CF /HZJVT AHRI ref no. 171440 Efficiency 4.29 COP Heating input 50096 Btuh Heating output 50096 Btuh Temperature rise 41 °F Actual air flow 1109 cfm Air flow factor 0.041 cfm /Btuh Static pressure 0 in H2O Space thermostat Latent cooling 15530 Summer Design Conditions Outside db 93 aF Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 48 gr /lb Sensible Cooling Equipment Load Sizing Structure 21524 Btuh Ducts 3111 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate /swing multiplier Equipment sensible load Latent Cooling E Structure Ducts Central vent (0 cfm) Equipment latent load n 0.98 24192 Btuh quipment Load Sizing 600 Btuh 2236 Btuh 0 Btuh 2836 Btuh Equipment total loam 27027 Btuh Req. total capacity at 0.60 SHR 3.4 ton Cooling Equipment Summary Make FHP Trade ENERGY MISER Cond EM041- 1CF /HZ/VT Coil AHRI ref no. 171440 Efficiency 14.13 EER Sensible cooling 23295 Btuh Latent cooling 15530 Btuh Total cooling 38825 Btuh Actual airflow aIa 110�cfm 7 ir floI aT— 0.043 cfm /Btuh Static pressure 0 in H2O Load sensible heat ratio 0.90 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. �,,,� wrightsoft RightSudeJ Uni,,ersal 8.0.24 RSU15577 2013- Jan -15 12:51.48 Page 2 slDocumenWSanvannah Gardens\Lot 179%Levnsk2 18thSt Tyboe rup Cak = MJ8 House Front faces Page 1 Residential Heat Loss and Heat Gain Calculation In accordance with ACCA Manual J Report Prepared By: Islands Engineering 110 Holcomb Street Savannah, GA 31406 (912) 356 -9035 For: Lewis Residence 2 18TH Place Tybee Island, GA Design Conditions: Savannah - Travis Indoor: Summer temperature: 75 Winter temperature: 68 Relative humidity: 50 Building Component Windows People Infiltration Ceilings Duct Glassdoors Floors Walls Misc Doors Skylights Sensible Gain (BTUH) 29,549 7,200 3,997 6,894 6,136 4,512 3,507 3,062 2,400 228 0 Fireplaces 0 Whole House 67,485 0 1 1 E Outdoor: 1/29/2013 Summer temperature: 95 Winter temperature: 27 Summer grains of moisture: 120 Daily temperature rangeMedium Latent Gain (BTUH) Total Total Heat Gain Heat Loss (BTUH) (BTUH) 0 29,549 9,007 5,520 12,720 0 6,918 10,915 16,387 0 6,894 6,531 0 6,136_____ 0 _2,453 4,512 2,307 0 0 3,507 3,062 9,2_31 5,231 0 2,400 0 0 228 396 0 0 0 0 0 0 12,438 79,923 (6.5 tons ) 51,543 HVAC -Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736 -1101 Load calculations are estimates only, actual loads may vary due to weather and constrixaion differences. Page -1 Report Prepared By: For: Residential Heat Loss and Heat Gain Calculation In accordance with ACCA Manual J Islands Engineering 110 Holcomb Street Savannah, GA 31406 (912) 356 -9035 Lewis Residence 2 18TH Place Tybee Island, GA Design Conditions: Savannah- Travis Indoor: Summer temperature: 75 Winter temperature: 68 Relative humidity: 50 Building Component Sensible Gain (BTUH) Whole House 67,485 2nd Floor 23,339 Bedroom #2 (101) 5,909 Bath 2 (102) & WIC 2 (103) 543 Bath 3 (104) 408 Bedroom 3 (105 & 106) 4,357 _ Bedroom 4 (107 & 108) 1,399 Bathroom 4 (109) 447 Hall & Stair Tower (113, 114, & 119) 756 Laundry (112) 1,718 Bathroom 5 (115 & 116) 327 Bedroom 5 (117 & 118) 7,475 3RD Floor 44,146 Kitchen (213) 11,712 Great Room (201 & 212) 23,459 Master Bedroom (202) 5,059 WICs & Vestibule (203, 204, & 205) 306 Master Bathroom (206 & 207) 2,773 Powder Room (208) 485 Vestibule & Stair Tower (209) 352 ------------------- - - - - -- - Whole House 67,485 C) j - v .J Outdoor: 1/29/2013 Summer temperature: 95 Winter temperature: 27 Summer grains of moisture: 120 Daily temperature range.-Medium Latent Total Total Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) 12,438 79,923 51,543 12,438 79,923 51,543 ( 6.5 tons ) (.6.6 tons) 2,769 26,108 24,159 854 6,763 4,368 63 606 806 45 453 605 656 5,013 3,699 117 1,516 1,331 72 519 721 189 945 1,770 72 1,790 625 63 390 566 638 8,113 9,668 9,671 53,817 27,384 1,962 13,674 6,570 6,532 29,991 13,595 746 5,805 3,888 0 306 336 323 3,096 2,028 108 593 654 0 352 313 12,438 79,923 51,543 ( 6.5 tons ) Page 1 Report Prepared By: Residential Heat Loss and Heat Gain Calculation 1/29/2013 In accordance with ACCA Manual J Islands Engineering 110 Holcomb Street Savannah, GA 31406 (912) 356 -9035 For: Lewis Residence 2 18TH Place Tybee Island, GA Total CFM: 2,600 Room _-- - - - - -- 2nd Floor CFM: 800 Bedroom #2 (101) Bath 2 (102) & WIC 2 (103) Bath 3 (104) Bedroom 3 (105 & 106) Bedroom 4 (107 & 108) Bathroom 4 (109) Hall & Stair Tower (113, 114, & 119) Laundry (112) Bathroom 5 (115 & 116) Bedroom 5 (117 & 118) 3RD Floor CFM: 1,800 Kitchen (213) Great Room (201 & 212) Master Bedroom (202) WICs & Vestibule (203, 204, & 205) Master Bathroom (206 & 207) Powder Room (208) Vestibule & Stair Tower (209) 0f- Z Cooling CFM Heating CFM Both 203 145 203 19 27 27 14 20 20 149 122 149 48 44 48 15 24 24 26 59 59 59 21 59 11 19 19 256 320 320 478 432 478 957 894 957 206 256 256 12 22 22 - 113 133 133 20 43 43 14 21 21 7 SERIES 70OA11 SPECIFICATION CATALOG 7 Series 70OA11 Geothermal Heat Pump With Variable Speed Compressor Technology The WaterFurnace 7 Series is a new level of innovation and performance with all new advanced controls mated with variable speed compressor technology. Featuring the highest efficiencies (Over 40 EER and 5.3 COP ISO /AHRI 13256 -1 GLHP) available i in AHRI, the 7 Series is available in 3 variable speed capacity sizes (3 to 5 ton) with Danfoss Variable Speed Compressors. These units feature high efficiency permanent' magnet compressors coupled with high efficiency electronic drives to allow capacity ranges between 20 and 100 %. These 7 Series units utilize ozone -safe R -410A refrigerant to meet the most stringent EPA requirements. Exclusive FormiShield Plus double coated air coils add durability and longer life. ECM blower motors bridge the gap of high efficiency ECM capability with great value. ECM blowers are used to increase comfort, efficiency, and airflow flexibility. A new sophisticated Aurora TM Control system is modular and designed for the most demanding application. The Aurora Control features a microprocessor control to sequence all components during operation for optimum performance. Plus, it provides easy -to -use troubleshooting features with fault lights, on -board diagnostics, and a hand held Aurora Interface Diagnostic (AID) Tool. The Aurora system includes advanced loop and hot water generator pump control, as well as service, performance, and energy monitoring sensor kit capability. A swing -out control box provides serviceability. Unit configurations include vertical top, bottom, or rear discharge (left or right return) and horizontal units with left or right return and side or end discharge. Heavy -gauge metal cabinets are fully insulated and coated with an attractive and durable gray paint for long lasting protection. The cabinet's rounded front corners, charcoal wave styling element, and 7 Series nameplate add a touch of elegance to the unit. 7 Series products are performance- certified to AHRI /ISO 13256 -1 standards, ETL listed for safety, ENERGYSTAR° qualified with EnergyStar Most Efficient qualifications, and tested in an ISO 17025 accredited testing lab. As a leader in the industry, WaterFurnace is dedicated to innovation, quality, and customer satisfaction. In fact, every unit built is exposed to a wide range of quality control procedures throughout the assembly process and is then subjected to a rigorous battery of computerized run tests to certify that it meets or exceeds performance standards for efficiency and safety, and will perform flawlessly at startup. As further affirmation of our quality standards, each unit carries our exclusive Quality Assurance emblem, signed by the final test technician. WaterFurnace International's corporate headquarters and ISO 9001:2008 certified manufacturing facility are both located in Fort Wayne, IN. A scenic three -acre pond located in front of the building serves as our geothermal heating and cooling source to comfort - condition our 110,000 square feet of manufacturing and office space. As a pioneer, and now a leader in the industry, the team of WaterFurnace engineers, customer support staff, and skilled assembly technicians is dedicated to providing the finest comfort systems available. By choosing or specifying WaterFurnace 7 Series products, you can be assured that your customer is investing in the ultimate comfort system and peace of mind for many years to come. 7 SERIES 70OAll SPECIFICATION CATALOG Model Nomenclature 1 2 3 4 -6 7 8 9 10 11 12 13 14 15 16 Model Type i N - 7 Series Water -to -Air Compressor Type — V - Variable Speed Cabinet Configuration V - Vertical H - Horizontal Unit Capacity (MBTUH) 036, 048, 060 Vintage ' - Factory Use Only Voltage 1 - 208- 230/60/1 Hot Water Generation O - No Hot Water Generation 1 - Hot Water Generation with Factory Installed Pump Blower Options 1 - Variable Speed ECM 2 - High Static Variable Speed ECM (036 Only) Future Option N - None Control Option J - AuroraT`" Variable Speed Control K - Aurora Variable Speed Control with Performance Monitoring Filter Option O - 2 inch MERV11 Filter 1 - AlpinePure 411 (Vertical Only) Return Air Configuration L - Left R - Right Discharge Air Configuration T - Top (Vertical) B - Bottom (Vertical) R - Rear (Vertical) S - Side (Horizontal) E - End (Horizontal) Water Coil Option C - Copper N - CuproNickel Rev.: 07 May 2013D 2 7 SERIES 70OAll SPECIFICATION CATALOG AHRI /ISO 13256 -1 Performance Ratings Variable Speed ECM Motor AH RI /ASH RAE /ISO 13256 -1 English (IP) Units Cooling capacities based upon 80.6 °F DB, 66.2 °F WB entering air temperature Heating capacities based upon 68 °F DB, 59 °F WB entering air temperature All ratings based upon 208V operation Energy Star Compliance Table Model Tier 3 Ground Water Water Loop Heat Pump Ground Water Heat Pump Ground Loop at Pum141-!F Yes 048 Airflow Yes 060 Yes Yes Cooling Heat !Full 3.1 Ground Water Clg /Htg Cooling Heating Cooling Heating Full Load 77 °F LoaModel Capacity EWT 86 °F EWT 68 °F EWT 59 °F EWT 50 °F Part Load 68 °F art LoaModulation cfm Capacity EER Btu /h Capacity COP Capacity EER Btu /h Capacity COP Capacity EER Btu /h Capacity Btu/h Btu /h Btu /h Btu /h Btu /h Btu /h per W per W per W q Full 32,000 18.0 50,000 5.3 38,000 31.5 41,000 4.6 36,000 22.0 32,000 3.5 036 / 1300/1500 Part 11,000 21.0 17,000 7.5 13,000 47.2 14,000 5.9 14,000 37.0 13,000 5.3 048 i Full 1500 /1800 41,000 17.6 67,000 5.0 49,000 317 55,000 4.3 46,000 21.7 43,000 3.6 Part 16,000 22.5 24,000 7.6 19,200 53.2 19,000 5.9 19,000 41.0 16,000 1 5.3 Full 50,000 16.3 78,000 4.8 60,000 28.6 65,000 4.3 56,000 19.4 51,000 3.5 060 1800/2200 Part 20,000 21.7 29,000 7.5 23,200 45.8 23,000 6.0 23,000 36.0 20,000 5.1 Cooling capacities based upon 80.6 °F DB, 66.2 °F WB entering air temperature Heating capacities based upon 68 °F DB, 59 °F WB entering air temperature All ratings based upon 208V operation Energy Star Compliance Table Model Tier 3 Ground Water Ground Loop 036 Yes Yes 048 Yes Yes 060 Yes Yes 6/1/12 6/15/12 Energy Star Rating Criteria In order for water - source heat pumps to be Energy Star rated they must meet or exceed the minimum efficiency requirements listed below. Tier 3 represents the current minimum efficiency water source heat pumps must have in order to be Energy Start rated. Tier 3:11/1/2012 - No Effective End Date Published Water -to -Air EER COP Ground Loop 17.1 3.6 Ground Water 21.1 4.1 Water -to -Water Ground Loop 16.1 3.1 Ground Water 20.1 3.5 ENEfiGV STAR ��u e C a Q Q ' s H e a t i n g E A i r C o n d i t i o n i n g I n c . 1 0 1 2 C h a r l e n e S t . S a v a n n a h , G A 3 1 4 1 0 1 2 / 5 / 1 3 W i s t a r L e w i s R e : 2 1 8 t h P l a c e T y b e e I s l a n d , G A W i s t a r , P h o n e ( 9 1 2 ) 8 9 8 - 1 8 8 8 F a x ( 9 1 2 ) 8 9 8 - 1 8 8 6 H e r e i s t h e l i s t o f e q u i p m e n t t h a t n e e d s t o b e o r d e r e d f o r y o u r h o u s e . I n t e l l i s t a r t n o t n e e d e d o n 7 S e r i e s d u e t o v a r i a b l e s p e e d c o m p r e s s o r s . ( 1 ) 7 S e r i e s 3 T o n P a c k a g e U n i t : N V V 0 3 6 A 1 1 1 C T L 0 K t ( 1 ) 7 S e r i e s 4 T o n P a c k a g e U n i t : N V V 0 4 8 A 1 1 1 C T L 0 K N ( 1 ) G r u n d f o s V a r i a b l e S p e e d P u m p & ( 1 ) G r u n d f o s P u m p , 3 - w a y c o m p o s i t e v a l v e s ( 2 ) E n v i r o a i r e E R V ' s I w o u l d l i k e t o g e t t h i s e q u i p m e n t o r d e r t h i s w e e k . I h a v e b e e n t o l d t h e f a c t o r y i s g e t t i n g b a c k e d u p . P l e a s e c a l l i f y o u h a v e a n y q u e s t i o n s o r c o n c e r n s a b o u t t h i s p r o p o s a l . T h a n k y o u , R o y M o o r e O p e r a t i o n s M a n a g e r M c C a l l ' s H e a t i n g a n d A i r C o n d i t i o n i n g r o y . m c c a l l s ( a - g m a i l . c o m BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SA VANNAH, GEORGIA 3141 O 912-897— 6932 LAHBOSOBELLSO UTH. NET December 18, 2014 Diane Otto Planning and Zoning Tybee Island, Georgia Re: Wistar Lewis Project 18 th place Tybee Island, Georgia Diane, At the request of the Owner, we have inspected the project referenced above for compliance with the approved site plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved site plan with the exception that the final stabilization is not yet in place but the site has been mulched with pine straw and seeded with temporary seeding and some landscaping plants have been installed. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897 -6932, fax to 897 -2287 or e -mail to lahbos(o-)bellsouth.net. Sincerely, Mark Boswell 1 �J VG City of 7yoee Island - Community Develop_ --nt Dept. a„� Inspection Report EMS 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 MM= Phone 912.472 -5032 - Fax 912.786.9539 CODECOUN�cL n��11 MEMBER Permit No. � 3 ` M i r s Date Requested �l 7 h // Owner's Name L2-w I- Date Needed 101 Gen. Contractor Contact Information Project Address Scope of Work Inspector Subcontractor Date of Inspection Inspection EP Pass E:] Fail F� Fee a ar► Inspection BF `r Pass Fail Fee f 1 Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. I! 11111114 a Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 T F R N -' -WL Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection 16t--� Inspection Pass E] Falt-U Fee J's a r a J Inspection Pass---`E Fail ❑ Fee Inspection Pass [] F IP Fee Inspection Pass E] r-1 Fail Fee City of) -,.)ee Island - Community Develop...ent Dept. -Rl Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 = =.04 Phone 912.472 -5032 - Fax 912.786.9539 CODE COUNCIL 13- MEMBER Permit No. w )/00 Date Requested f Owner's Name Date Needed l Gen. Contractor Subcontractor Contact Information LV ��$`'° r /,,.5-& " +l8® Project Address Scope of Work /y t°w SF Inspector Date of Inspection Inspection EWA Mee-, Pam � Fail Fee 6 P6F'�` Inspection Pass ❑ Fail ❑ Fee Inspection Final 1 Q IUML Pass F , Fee ;- ❑ � C R --�D) II -- - 4n fz�I CL7r.�r= i►��.y� ri�h�r� r11 +'/ 5- 4-J,-7 S LJ 6�,J !� c .,34e I I tr.lAC141 - Inspection C f +2614. 13 I , Pass ❑ Fail ❑ Fee ,/ 1 4 =� =� City of Tybee Island Community Development Dept. a I Inspection Report ��� 1 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ==eft \" k Phone 912.472 -5032 • Fax 912.786.9539 cOUECOUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information (�� /�►li�:., 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 City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. I `tom Date Requested Owner's Name _�' ,���� Date Needed _ Gen. Contractor r1n r P Q Aa 0/7S+" Subcontractor I Contact Information Project Address Lt 7_ Scope of Work Q t� Inspector Date of Inspection Inspection Pass Fail F-1 Fee co — r , 1 I `k�i'U 16-- Inspection Pass ❑ Fail ❑ Fee Inspection Pass 1:1 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee ITERNA- Iulr,L CODE COUNCIL MEMBER City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 = =�� Phone 912.472 -5032 1�1 TER N.H "E'IAE Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address -V- Scope of Work �iia 1 Inspector Date of Inspection Inspection Pass Fail n Fee 17 Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee F. Michael Sikes, P.E., LLC Structural Engineer January 29, 2014 Mr. Wistar Lewis. wistarlewis(aD_gmail.com Re: Lewis Beach House Dear Wistar: On January 22, 2014, 1 performed a final structural review of the residence under construction at 18th Place, Tybee Island, GA. The purpose of my review was to verify the structural components installed were in general conformance with the structural drawings. I offer the following for your use. OBSERVATIONS Throughout the construction process I have made several routine reviews and addressed questions from the contractor, reviewed submittals, and approved substitutions for specified components. These substitutions included a cable tie -down system in lieu of the anchor rod system. reviewed the installation of the cable tie -down system with you and the contractor. A few locations did not allow continuous top plate to foundation installation. At these locations, the contractor was instructed to offset the cables between floors. Due to unforeseen conditions with the cable system, the contractor installed anchor rod tie - downs in several locations. I directed additional flat strapping to be installed to complete the jamb- header -top plate continuous load path for the larger windows located on the living room level. CONCLUSIONS Based on my observations during the construction period, supplemental instructions issued at the jobsite, and review of the completed tie -down system, I find the work completed is in general conformance with the intent of the structural drawings. e any questions or need additional information, do not hesitate to ;ES, P.E., LLC .er 54 Ramsgate Road — Savannah, Georgia 31419 — 912.660.1296 City of Tybee Island • Community Development Dept. Ima Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 h` fi Phone 912.472 -5032 • Fax 912.786.9539 CODECOUN'CIL `• R.,. a. MEMBER Permit No. /3 -00/, Owner's Name LrWI.S Gen. Contractor Tqul 1"4'A00, Date Requested Date Needed Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection A- I i' J Inspection L16 Pass 1:1 Fail ❑ Fee Qa.sr Inspection Pass ❑ e`i� ❑ Fee Inspection Pass ❑ Fail R Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 = =�� Phone 912.472 -5032 • Fax 912.786.9539 CODE COUNCIL M / EMBER Permit No. 41 ` adl� Date Requested e7l /�,?Iy Owner's Name /3/ i �CG(J /S Date Needed �� /���� Gen. Contractor (. -��f% f'(flLC l Subcontractor Contact Information r Project Address Scope of Work Inspector Inspection Inspection Inspection Date of Inspection Pass Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass 1:1 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee F. Michael Sikes, P.E., LLC Structural Engineer January 29, 2014 Mr. Wistar Lewis. wistarlewis(a0mail.com Re: Lewis Beach House Dear Wistar: On January 22, 2014, 1 performed a final structural review of the residence under construction at 18th Place, Tybee Island, GA. The purpose of my review was to verify the structural components installed were in general conformance with the structural drawings. I offer the following for your use. OBSERVATIONS Throughout the construction process I have made several routine reviews and addressed questions from the contractor, reviewed submittals, and approved substitutions for specified components. These substitutions included a cable tie -down system in lieu of the anchor rod system. I reviewed the installation of the cable tie -down system with you and the contractor. A few locations did not allow continuous top plate to foundation installation. At these locations, the contractor was instructed to offset the cables between floors. Due to unforeseen conditions with the cable system, the contractor installed anchor rod tie - downs in several locations. I directed additional flat strapping to be installed to complete the jamb- header -top plate continuous load path for the larger windows located on the living room level. CONCLUSIONS Based on my observations during the construction period, supplemental instructions issued at the jobsite, and review of the completed tie -down system, I find the work completed is in general conformance with the intent of the structural drawings. e any questions or need additional information, do not hesitate to ,ES, P.E., LLC ,er 54 Ramsgate Road — Savannah, Georgia 31419 — 912.660.1296 Fax Transmission Result Reps Date/Time Model Name Machine Serial Number Line Linel Name Line2 Line2 Name 01 -27 -2014 01:24 PM CLX -9352 Z94UB 1 ED500022H City of Tybee 9127869539 is not available is not available Page [1] of [1] Job Destination Start Time Duration Mode Job Type Page User Result 6441 Georgia Power rele01 -27 -2014 01:23 01'00" G3 H -Tx 1/1 ase/18888514411 PM rope fii �'�� �rReurrs DNL Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: oZ 4f1Q41MA1TW A-1444- Release Date: 011,27/14 Type of Rel ease: _Temporary -X-Permanent # P eqrmua it -# 13-00t? Electrician; (fwk' GGfG G ( d j& Phone # 9ia -9a5- 3.2,59 7 9 Builder: AAL D7k7&'rlOA1 Phone Ower.1,U nu LEW15 Phone# 4/-7- <4- ZLAQ Location Address: Release Date: Type of Release: _Temporary _Permanent Permit # Electrician: Phone # Builder: Phone # Owner: Phone # Planning and Zoning Jerris Bryant 912 - 472 -5033 LocalUser OK H -Rx: Host Rx M -S: Memory Save P -Rx: Poll Rx D -Tx: Delay Tx H -Tx: Host Tx S -Rx: Secure Rx P -Tx: Poll Tx BC -Tx: BroadCast Tx �� # r o P - 1 , - 4 ����l D o 2 ��I R C ' i r 5 0 �� T y b e e I s l a n d , G A G E O R G I A P O W E R R E L E A S E F O R E L E C T R I C S E R V I C E P H O N E : 1 - 8 8 8 - 7 4 8 - 6 8 4 3 , P r e s s 1 , E x t e n s i o n 3 2 8 5 5 o r 3 2 8 5 6 F A X : 1 - 8 8 8 - 8 5 1 - 4 4 1 1 L o c a t i o n A d d r e s s : 9 �� / G ��i 7 f ��/ 1 l T I - % P L 1 9 C 4 R e l e a s e D a t e : T y p e o f R e l e a s e : T e m p o r a r y P e r m a n e n t P e r m i t # 1 3 d 0 i g E l e c t r i c i a n : C G 1 M t B k N h o n e # q % a ��9 a s ��o C ��7 B u i l d e r : 1 4 A t t A q 5 7 K d a G 7 _ 1 0 A P h o n e # �� g 1 3 Q 4 s 7 O w n e r : 1 , ��i s r a Q L ��G ��) s P h o n e # 9 ��r / J Q L o c a t i o n A d d r e s s : T y p e o f R e l e a s e : T e m p o r a r y P e r m a n e n t E l e c t r i c i a n : R e l e a s e D a t e : P e r m i t # P h o n e # B u i l d e r : P h o n e # O w n e r : P l a n n i n g a n d Z o n i n g T e r r i s B r y a n t 9 1 2 - 4 7 2 - 5 0 3 3 P h o n e # R EE !S City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 = =�, NTERtuAT `b, =_.• % Phone 912.472 -5032 - Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. 13 -' ! T� Owner's Name iL 1(� 1 t' Gen. Contractor Contact Information VV I Project Address Scope of Work Inspector Date Requested Date Needed Subcontractor toS(' - Date of Inspection Inspection .�Te p C . C �r. tiJ+� c -� Pass r Fail Fee ti Inspection lr%1 Pass - Fail ❑ Fee r Inspection -"-m Inspectiox, V Pass Fail ❑ Fee Pass ❑ Fail,,[:] Fee 1 R� \V 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 CODE�&UNCL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Date Requested Date Needed Subcontractor J Inspector Date of Inspection 1 2 L Inspection /'"/ ' - Pass ❑�❑ Fee rJ J CJ�� v.: � f i rlA,�-�aE.Z �,.� = 7� t 1vv Z i ��� �=r.� �C�.:✓ s. ��,J . _:..'� � i „J�j , c,.tJ�ly -� iivr -,!� ' � rrl r9.S Z v •-,. �;,; ' Inspection Pass ❑ Fail M Fee ) f ptL ! j 411' Inspection - P,--OZ - Pass Fail Fee rJ y AVAL--� ON F)- U() Inspection Pass ❑ Fail ❑ Fee Q N Q N N Q N N N Q M N Q CJ N Q of N PROJECT: F. MICHAEL SIKES, P.E., LLC '- Structural Engineer 54 Ramsgaie Road Savannah, Georgia 31419 BY: Phone: 912- 660 -1296 Email: michaelsikes @comcast.net DATE: SHEET: OF 1 2 3 4 1 2 3 d 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 s e N l7 Q r N M ? .^ N Cf 4 r N ;7 Q �•• N R1 P r N M �" .- ,y � �.. s 4 i 1 N l7 Q r N M ? .^ N Cf 4 r N ;7 Q �•• N R1 P r N M �" .- ,y � �.. s City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 MM= Phone 912.472 -5032 - Fax 912.786.9539 CODE COUNCIL k, MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Date Requested Date Needed Subcontractor Project Address Scope of Work 1� Inspector Date of Inspection Inspection "r % f L Pass V- Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass E] Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island - Community Development Dept. =� Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 = a NTLRNATVIAL �.. Phone 912.472 -5032 - Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection r Inspection i.,J a4l Pass Fail M Fee j Inspection �� Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. Owner's Name Gen. Contractor City of Tybee Island - Community Development Dept. E.7 Inspection Report iQ` 403 Butler Ave. P.O. Box 2749 - Tybee Island, GA 31328 = =�: Phone 912.472 -5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Contact Information Project Address Scope of Work Inspector Inspection Date Requested Date Needed _ Subcontractor Date of Inspection Pass E] Fait - F1 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 1:1 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Y 1 1 City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472 -5032 - Fax 912.786.9539 Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail n Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee ;I I N I IRNAi Q.JAL CODE COUNCIL MEMBER City of Tybee Island • Community Development Dept. Inspection Report Mi V ia 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 = = =, ° Phone 912.472 -5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Date Requested Date Needed Subcontractor Inspector Date of Inspection Inspection l- - Pass � Fail EJ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee A 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 CODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor a Contact Information Project Address Scope of Work Date Requested Date Needed Subcontractor r Inspector Date of Inspection Lz , 'j Inspection �- 1'� Pass Fail Fee_ IN Inspection Pass ❑ Fail ❑ Fee_ Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee ��d t i p s C i t y o f T y b e e I s l a n d - C o m m u n i t y D e v e l o p m e n t D e p t . I n s p e c t i o n R e p o r t 4 0 3 B u t l e r A v e . - P . O . B o x 2 7 4 9 - T y b e e I s l a n d , G A 3 1 3 2 8 P h o n e 9 1 2 . 4 7 2 - 5 0 3 2 - F a x 9 1 2 . 7 8 6 . 9 5 3 9 P e r m i t N o . J O w n e r ' s N a m e L T - ; 1 G e n . C o n t r a c t o r ' - < e s 1 � C o n t a c t I n f o r m a t i o n P r o j e c t A d d r e s s S c o p e o f W o r k I n s p e c t o r 1 ? r I n s p e c t i o n ��- f 4 . C O D E C O U N C I L M E M B E R D a t e R e q u e s t e d l D a t e N e e d e d S u b c o n t r a c t o r D a t e o f I n s p e c t i o n P S Q' P a s s F a i l F e e Q' I n s p e c t i o n P a s s Q' F a i l Q' F e e I n s p e c t i o n P a s s Q' F a i l Q' F e e I n s p e c t i o n P a s s Q' F a i l Q' F e e "Certification" Letter Dianne K. Otto, CFM RECEIVED City of Tybee Island r .L'Z t 3 Planning & Zoning Manager sjrv��. Dear Ms. Otto: e' Q4-' ( eA-(- According to Georgia registered land surveyor Bert Barrett's "foundation survey" dated July 3, 2013 for Surf Shack LLC (aka Wistar Lewis family residence), the structure now under construction at #2, 18th Place, Tybee Island, Georgia currently meets the required building setbacks. As agent for the owner, I certify that the structure footprint is now complete and in accordance with permitted drawings, and will not expand into the rest cted building setback areas. Sincerely, Greg Hall Greg Hall Constructio LLC. 7 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION For.lnsuranccq 7mpariy 0s; Al. Building Owners Name WISTAR LEWIS r r=y Numoer A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Company NAIC Number I 2 18TH PLACE City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT B OF A SUBDIVISION OF THE REMAINING PORTION OF BEACH LOT 111, WARD 5, TYBEE ISLAND A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 31.98852° Long. 80.84882° 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. AT Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq It b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State TYBEE ISLAND, GEORGIA - 135164 1 CHAHTHAM I GA. B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 13051 C0326 F Date Effective /Revised Date Zone(s) AO, use base flood depth) ® feet ❑ meters (Puerto Rico only) 9/26/08 9/26/08 VE 18 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ED Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item AT Use the same datum as the BFE. Benchmark Utilized LOCALVertical Datum NAVD88 Conversion /Comments NONE Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 20.9 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor NONE._ ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) 19.4 ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) NONE._ ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building NONE._ ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 11.0 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 11.4 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including wLl .1 ® feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authonzed by law to Gentry eievan information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name BERT B. BARRETT, JR. License Number GA. 2225 Title OWNER/PRESIDENT Company Name BERT BARRETT, JR. LAND SURVEYING, PC. Address 145PQNNq"Of4 N. City SAVANNAH State GA ZIP Code 31410 6/09/13 Telephone 912- 897 -0661 WMIMS ��444 4 6, BARRY FEMA Form 81 -31, Mar 09 \ See reverse side for continuation. Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 2 18TH PLACE City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. RIGHT SIDE VIEW LEFT SIDE VIEW FRONT VIEW Dianne Otto 4 From: Dianne Otto Sent: Friday, May 10, 2013 10:16 AM To: 'Wistar Lewis' Subject: RE: #2, 18th Place retaining wall Attachments: RETAINING WALL.PDF Wistar, I've printed the 1 -page attachment and will have Ray look at it along with the demo and restoration plans. Ray is off today so he won't see these until Monday. Thanks, Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Wistar Lewis [ma i Ito: wistarlewisCcbgmail.com] Sent: Friday, May 10, 2013 7:44 AM To: Dianne Otto Subject: #2, 18th Place retaining wall Dianne: Thanks for your efficient presentation of my variance request last night. I slipped in just in time for my variance public hearing and left promptly afterwards. Attached is my structural plan for the retaining wall. Along with the "demolition" and "restoration" plans, will the package be sufficient documentation for any supplemental building permit requirement? Thanks again, Wistar Lewis 656 -8180 Q M N Q M N Q M N Q N Q N Q M N Q c M N Q m F. MICHAEL SIKES, P.E., LLC Structural Engineer 54 Ramsgate Road Savannah, Georgia 31419 av: Phone: 912 -660 -1296 Email: michaelsikes @comcast.net D TE: SHEET: nF 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 !Z �o .- N M Q - N M Q .- N M Q .- N M Q i N M Q - N M Q .- N M < 4 3 2 1 4 3 2 1 4 3 2 1 4 3 2 1 4 3 2 1 4 3 2 1 4 3 2 1 4 3 2 1 4 3 2 j 0 i a NV-JO 3t1NVUV I I ' o I I N� I' I IH o I �ONI�SIX,3 jrnl ''ti 'r6 yB I, noi 1 mg °9r aW a d o/ a/ n / N it Is 08 I 7'ZS,L5.61 N I a / / S A .. i 0 a 0 0 a U N :J a N i Y a 3 �u Q H O J 1 1 f ILA 1 ' I 1 1 1� 1 I < I\ 1 i' la i g x RgF PEAT i z 1 SEC > In 1 L /t-Z ONOSIX3 � z Ip W{� C7 J IV � I\ Iai I x L 11 i L 1 1 251 w Is 08 I 7'ZS,L5.61 N I a / / S A .. i 0 a 0 0 a U N :J a N i Y a 3 �u Q H O J 1 1 f ILA 1 ' I 1 1 1� 1 I < I\ 1 i' la i g x RgF PEAT i z 1 SEC > 1 L /t-Z ONOSIX3 � z Ip W{� C7 J\ K 251 w cl �l v �^ 00 N az C K - K �0 �6Z 0 1 N� 9+��n W�aWY � 1 1 1 \ 7JN341S3tl AM7:5 1 L /t-Z ONOSIX3 1 J\ ° 251 w cl �l k` �^ gl 1 W� �a ti n: z SS >sy ra t 0,<GE ^ORGIA COASTAL RESOURCES DIVISION NARK %% /ILLIAMS CONIM1MIONFR Surf Shack, LLC C/O Samuel Wistar Lewis P.O. Box 60759 Savannah, GA 31420 A.U. SKID' WOODWARD DIRECTOR Re: Shore Protection Act (SPA) Permit #379, Surf Shack, LLC, Permit Extensio. , #218 Place, Lot 111B, Ward 5, Tybee Island, Chatham County, Georgia Dear Mr. Lewis: This letter is in response to your request, dated January 31, 2013, for the extension of SPA Permit # 379. It is the understanding of staff that the project as permitted has not been built out at this time and you are requesting an extension. O.C.G.A 12- 5- 239(e) states," Every permit shall require that the proposed project be completed within five years after the date of issuance of the permit and shall expire five years after the date of issuance. Such time may be extended five additional years upon a showing that all due efforts and diligence toward the completion of the project have been made. If a permit holder sells, leases, rents, or otherwise conveys the land or any portion of the land for which the permit was issued, such permit shall be continued in force in favor of the new owner, lessee, tenant, or other assignee so long as there is no change in the use of the land as set forth in the original application. The permittee must notify the permit - issuing authority within 30 days after change of ownership of property." Per O.C.G.A 12- 5- 239(e) staff authorizes the one -time extension of SPA #379 for an additional five (5) years. All conditions remain applicable as permitted. The extended expiration date for the permit will be February 28, 2018. Any changes or revisions to this project may require a new Shore Protection Act Permit. If you have any questions you may contact Deb Barreiro (912) 266.3695. Sincerely, Brad Gane Chief Ecological Services Section Ovt Ll)'4�t.'. \'.�.Til.w "�`,1 l)iCi.�`.�,�rli!. �.7L..):C�!1 ?��20 -k } � 12-2)0 .Z1 \vN,V' kV.C��•i�'��..i1.3.���i�,l:.�":i, 4 t1b LO 00 cz .-d �w CO %y i C C'� w -p—� cn 00 . Fw4 � • ► va ?' d- O C'7 0 gg � U • � do ,.� •P" O p O �,1 N N C\1 Cc 00 ' ^ N N � v U CZ cd m Q W o Q tb 4- o Q w U ® _ cq n4 C�5 qd ,ct rr4J j 7z U C\J iii �•l i�"i ° F. i��.-- f „--�. I �” !; ° r ! I!' �i`��� a •` � .� cz o � v 00 N N ct :o Q Q) U O U) 0 U z Q U of 0 a� r— O 4° A fO Edward Damarjian Residence SPA # 379 Final Approval March 6, 2008 Post Construction Requirements• Compliance Certification and File Maintenance Also enclosed is a Certification of Compliance that must be submitted to us within 30 days following completion of the permitted activity. Department staff will assess compliance and provide you with a written verification of project completion and compliance. This letter and attachments are to be held by you for your files and for inspection by any authorized persons. The expiration date for the permit is five (5) years from the date of issuance. However, no construction may commence within the area of jurisdiction of the Act until the expiration of thirty (30) days following the date of issuance, provided there is no legal appeal of this permit, you have all other necessary federal, state and local authorizations and you have met all of the standard and special conditions as required by this permit. Conveyance of Ownership Interest: If you as the permit holder sell, lease, rent, or otherwise convey the land or any portion of the land for which the permit was issued, you must notify.the Department within 30 days of this transfer or conveyance. The permit shall continue in force in favor of the new owner, lessee, tenant, or other assignee so long as there is no change in the use of the land as set forth in the original application.. The Department will transfer the permit to the new owner with all of the original terms and conditions. We ask that you carefully read through this document and attachments and comply with the terns and conditions of this permit. Feel free to contact Ann Thran, (912) 617 -6310, if you need clarification of any of these conditions or for assistance with this project. Sincerely, Brad Gane Assistant Director, Ecological Services Section Enclosures: SPA Permit # 379 and Permit Conditions, Compliance Certificate cc with approved permit drawings: Brannyn Allen City of Tybee Planning and Zoning Chuck Bargeron, City of Tybee Jeff Cramer, Agent BG/at THE DEPAR-i.-i:ENT OF N-FJUR.Al RESOURCESt (D.J.R.) D U NEE o -"ORE PR0Tl'-,--Ti0N UNE' '"'ERE DELINEATED BYi � UZI ANN THRAINI FRION/i THE D.N.'. ON SEPTEMBER 5, 2007 t0lo LU /EXISTING 2/ U)/ /s;O \,y Ld TYKE ISLA D,NR. a- OMETIM�S CALLF:1) ROADV,/Ail S. -j 30,00:' S 70, X11 ti i% X I b 2 J .=Z ( is ` ���/ /// j /j� r i/ ��%�\ < �,�RETE .... ........ CO 51 .7 717 LO' EASEMi-EENT (PORTION OF 20' PRI', 1: TY BEE IS! AND SHORE = ROTECTiGri L ]LOT-±'; l B - S.F. 6,657 1NA,lURAl STA I E- S. F. 2.28% -1.6- Al- AREA) OF TOTAL AR-A. -o's 9� OF QNR -jURISDIC-TiONI .1 LOT— -I S. F. iiNISIDE- n[qp APLEA S.P --00-1 PRINT S.F. 944 W lj;UP\ISD!r'TlOi'\!A: AFEA DUII DING' 1 \," L� T E'S Cii,!eS COV-PLY F. Ir,3C, IPr D , 7 76 SF-rC)JU!NC- EVEL F, E 7 n 7 T SIR\ /1" 11 20C. E OF T P). e`� it � ► \ \\ City of Tybee Island • Planning & Zoning Dept. Inspection Report 1L 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 INT ""ER MAT ONA L " Phone 912.472.5032 • Fax 912.786.9539 CODECOUNCIU MEMBER Permit No. Owner's Name Gen. Contractor G Contact Informations %� Project Address Scope of Work Date Requested eo-cll' 3h3 Date Needed 0- , !/��3 Subcontractor .5 Inspector Date of Inspection ' Inspection Pass M Fai Inspection Inspection Inspection Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee llli�ww � Permit No. Owner's Name /i / 2-� City of Tybee Island • Planning & Zoning Dept. Inspection Report mss` 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 = =�` INTERNATIONAL Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCII: MEMBER Date Requested 4 z Date Needed Gen. Contractor Subcontractor Contact Information Project Address _ Scope of Work Inspector Inspection Inspection Inspection Inspection Date of Inspection Pass it Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail 17 Fee canes �' ip ►\ \0M ' City of Tybee Island • Planning & Zonihy Dept. Inspection Report iii t 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 SM INTERNATIONAL Phone 912.472.5032 - Fax 912.786.9539 COOFCOUNCIL MEMBER Permit No. Date Requested, Owner's Name Date Needed W - ;V Gen. Contractor -- t. Subcontractor Contact Information Project Address 1 ✓ l' r/ _ Scope of Work Inspector Date of Inspection Inspection ; iO�• ° Pass F� Fail 0 (� Inspection / / /cam- Pass Fa Fee Inspection Inspection Pass F-1 Fail ❑ Fee Pass ❑ Fail ❑ Fee " a i C i t y i f T y b e e I s l a n d " P l a n n i n g & Z o n i n g D e p t . I n s p e c t i o n R e p o r t 4 0 3 B u t l e r A v e . " P . O . B o x 2 7 4 9 " T y b e e I s l a n d , G A 3 1 3 2 8 = = ��` P h o n e 9 1 2 . 4 7 2 . 5 0 3 2 " F a x 9 1 2 . 7 8 6 . 9 5 3 9 C O D E C O U N C I L M E M B E R P e r m i t N o . / - ( % % 1 D a t e R e q u e s t e d O w n e r ' s N a m e Z 6 4 V I S G e n . C o n t r a c t o r ' ��7 r z e a / D a t e N e e d e d S u b c o n t r a c t o r C o n t a c t I n f o r m a t i o n P r o j e c t A d d r e s s S c o p e o f W o r k _ , t S I n s p e c t o r D a t e o f I n s p e c t i o n I n s p e c t i o n P a s s L / F a i l , Q e e I n s p e c t i o n I n s p e c t i o n I n s p e c t i o P a s s Q' F a i l Q' F e e P a s s 1 : 1 F a i l F �� F e e P a s s Q' F a i l Q' F e e LAW OFFICES CALLAWAY, BRAUN, RIDDLE & HUGHES P.C. A PROFESSIONAL CORPORATION TIMOTHY F. CALLAWAY, III DANA F. BRAUN R. KRANNERT RIDDLE EDWARD M. HUGHES D. SCOTT PORCH, IV THOMAS E. BRANCH, III Ms. Dianne Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 301 WEST CONGRESS STREET SAVANNAH, GEORGIA 31401 TELEPHONE (912) 238 -2750 FACSIMILE (912) 238 2767 April 1, 2013 RE: Wistar Lewis Property / Ed Damarjian File No. 572.14536.587 Dear Dianne: 13 -0 ,D1 9, REPLY TO: POST OFFICE BOX 9150 SAVANNAH, GEORGA31412 Voice Mail Extension -108 E-Mail - BhuahesAcbrhiaw.com VIA EMAIL ONLY In follow up to our conversation of Friday, I am attaching an email I have located relating to the Damarjian property. This is a confusing scenario concerning an extended period of time with multiple Charter amendments and the absence of specific information concerning the property in question over time. However, the earlier conclusion was that it appeared that the structure was placed on the property when there was at least some provision in the Charter that likely dealt with the seawall setback issue and, therefore, it seemed likely that the provision was not applicable or thought to be applicable at the time of the original construction. That being the case, I don't think it could be applicable now in the absence of additional information not readily available. Please let me know if you have any further questions or would like to discuss this further. A lot of time could be spent researching old titles and the time may or may not prove to be effective or even infonnative. With kindest regards, I am Very truly yours, Edward M. Hughes EMH/md Attachment RE, Damarjian RE: Damarjian Brannyn G. Allen [bgallen @cityoftybee.org] Sent: Monday, October 08, 2007 12:27 PM To: Bubba Hughes Bubba — Thanks for the clarification. Brannyn G. Allen Planning, Zoning and Economic Development Director City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, Georgia 31328 Pbone: 912.786.4573 ext. 107 Fax: 912.786.9539 httnJ /wvnv.6 ,ftybee.orol --- Original Message ----- From: Bubba Hughes [mailto:bhughes @C8RHLAW.COMj Sent: Monday, October 08, 2007 10:73 AM To: Brannyn G. Allen Subject: Damarjlan Page I of 1 Brannyn- IN researching the charter provision regarding the 18 It near the seawail, I find the history complex & likely incomplete without a detailed review of city records such as minutes of meetings, tesolutions,etc.that might deal with the issue. In light of time constraints & the possibility that nothing helpful might be found, I think our best course of action is to go with what we know. The city's charter was amended in 1891 to empower the mayor & council to to establish the limits of streets & the "way known as the strand" & to give authority to convey by ordinances to the abutting owners of lots fronting the stand, the portion of land between their lots & the new boundary of the strand. I do not know if records exists which would establish the boundary. the charter was amended in 1941 (Georgia Laws,pg 1748) to give authority to the Mayor & Council to transfer by resolution to any property owner who contributed an aliquot part of the cost of the erection of the sea wall, from the ..comer of Second Street to the ..,corner of Fourteenth St. along the Strand all of the city's interest to that portion of the Strand which remains abutting the property eastwardly to within 1 8f of the sea wall & the owner so contributing shall have the right to obtain a deed, provided the Mayor & Council and the property owner shall not utilize the 18ft area abutting on the sea wall & the land so deeded except for purposes of repair Wor maintenance of the sea wall & groins. The 1941 amendments were repealed in 1945, following amendments in 1943 that authorized a special assessment for certain activities.) do not presently have access to the 1943 Act, but the 1945 Act continued an tax for beach purposes. The charter of 1970 contained the same provision as is found it the current charter. Maps over the years have referred to the "strand",as I read them, as going as far south as 19th.& thus would seem to include the area of Mr. Damadlan's property There has been an indication that Mr. Demarjian's house was built following construction of the sea wall. To me this indicates that the charter provision in whatever form it may have existed at the time was not thought to be applicable to the situation.This may be because the charter provision was not thought to apply to this situation or similar situations where there may have been no conveyance or where the sea wall was westward to the strand. That is the way the 1941 section reads as i understand it. Given the fact that the house was built after there were provisions dealing with the strand in the charter, 1 am inclined to conclude the provision is not applicable to this tot. There are other sources of information which could impact this & the one I would most like to review would be the title history of Mr. Damarjian's property. It likely would not answ3er the question either but we could at least determine where the lot line was before the sea wall was put in. I knew from earlier issues that many property owners at the time (1936 or so) granted construction easements to the city & the Works Progress Administration to allow the construction. I guess the bottom line based on current information though is that the set back would only need to be 10ft off the lot tine- which is now the sea wall- at least in the absence of any other restriction of record. I have now seen Mr. Damarjian's email of today regarding the binding effect of letters from the city or DNR Such letters are of different Impact than is a building permit & the relative binding nature of a letter depends on the circumstances.Such a letter may or may not be superseded by a subsequent change in the law, so there is no hard & fast answer to the question. What I have said In the past, is that once a permit is issued by DNR for a project, or DNR has authorized a certain project, the city is obliged to honor those in the context of newly adopted ordinances. I have no idea whether that has or will happen here but if it has/should, I would address the situation in the context. I hope this helps. Subba 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 C� GENORGIA COASTAL RESOURCES DIVISION MARK WILLIAMS COMMISSIONER f ED 2 5 2013 Surf Shack, LLC C/O Samuel Wistar Lewis P.O. Box 60759 Savannah, GA 31420 � RECEIVED 2- '2 (o-13 'i3 oor'rt. T o A.G.'SPUD WOODWARD DIRECTOR Re: Shore Protection Act (SPA) Permit #379, Surf Shack, LLC, Permit Extension, #218 Place, Lot 111B, Ward 5, Tybee Island, Chatham County, Georgia Dear Mr. Lewis: This letter is in response to your request, dated January 31, 2013, for the extension of SPA Permit # 379. It is the understanding of staff that the project as permitted has not been built out at this time and you are requesting an extension. O.C.G.A 12- 5- 239(e) states," Every permit shall require that the proposed project be completed within five years after the date of issuance of the permit and shall expire five years after the date of issuance. Such time may be extended five additional years upon a showing that all due efforts and diligence toward the completion of the project have been made. If a permit holder sells, leases, rents, or otherwise conveys the land or any portion of the land for which the permit was issued, such permit shall be continued in force in favor of the new owner, lessee, tenant, or other assignee so long as there is no change in the use of the land as set forth in the original application. The permittee must notify the permit- issuing authority within 30 days after change of ownership of property." Per O.C.G.A 12- 5- 239(e) staff authorizes the one -time extension of SPA #379 for an additional five (5) years. All conditions remain applicable as permitted. The extended expiration date for the permit will be February 28, 2018. Any changes or revisions to this project may require a new Shore Protection Act Permit. If you have any questions you may contact Deb Barreiro (912) 266.3695. Sincerely, Brad Gane Chief Ecological Services Section ONE CONSERVATION WAY I BRUNSWICK. GEORGIA 31520 -8686 912.264.7218 1 FAX 912.262.3143 1 WWW.COASTALGADNR.ORG 0 0 S' T•1q °� � '''dU � �p p Sr o V � ° °N °O p �• 1,/ l V � � C ICY /•� o ° w• r 14' CZ CD ►n (D�'. 'b t�J tai O �' �* 4 Or-d a r, CD 0 PAD cn cn apo aq CD. . � � n o CD r y O 0 :~ ow N cri ?� � ND 00 00 N �d�'PO�� w O 1 0 O Owe in 00 O cam. ,• ,Q ~ • a rl+ O CD a� rn w 00 v, oa y Y� ;J' C o � �••� x rri n � rn CD VI g►� 0 March 6, 2008 Edward Damagian PO Box 2176 Tybee Island, Georgia 31328 RE: Shore Protection Committee Permit #379, To construct and maintain a single - family residence with porches and landscaping at: #2 18`l` Place, Lot I I IB, Ward 5, #2 181h Place, Tybee Island, Chatham County, Georgia. Dear Mr. Damarjian: The Shore Protection Committee considered and approved SPA Permit # 379 referenced above on February 29, 2008 under the Shore Protection Act O.C.G.A. 12 -5 -230 et. seq. The permit placard and permit conditions are attached to this letter. All decision documents (attached), as well as all other plans, documents and materials submitted during the application process become terms of this permit and are now enforceable conditions. You may begin construction as soon as March 29, 2008, provided there is no legal appeal of this permit, you have all other necessary federal, state and local authorizations and you have met all of the standard and special conditions as required by this permit. Permitted Project Description: Construction and maintenance of a single- family residence with porches and landscaping. Impacts to the state's jurisdictional area include 944 square feet for the single - family residence and 500 square feet of existing concrete for total impacts to the jurisdictional area of 1, 444 square feet (38 %). Approximately 2,260 square feet or 62% of the jurisdictional area will be restored with native vegetation. Standard and special conditions apply to this permit. Permit and Constriction Placards: Enclosed is the permit placard to be posted at the work site (within 24 hours) for the duration of the construction activity. Please note that you will also need to notify the Department when you are within 10 -30 days of beginning your project to obtain a separate construction placard. DNR staff will arrange a site visit to confirm the project footprint before construction begins and to initial the construction placard at the identified intervals during the project. This placard will also need to be posted at the site during construction. I ty 0 R C:�a ca Rrsrnircc� j_ri�•isiun Shore Protection Committee Permit #379 Final Conditions February 29, 2008 Edward Damarjian Construction and Maintenance of a Single- family Residence, Porches and Landscaping Atlantic Ocean, Tybee Island, Georgia Project Description: Construction and maintenance of a single- family residence with porches and landscaping. Impacts to the state's jurisdictional area include 944 square feet for the single - family residence and 500 square feet of existing concrete for total impacts to the jurisdictional area of 1, 444 square feet (38 %). Approximately 2,260 square feet or 62% of the jurisdictional area will be restored with native vegetation. Standard and special conditions apply to this permit. SHORE PROTECTION ACT O.C.G.A. 4 12 -5 -230 STANDARD PERMIT CONDITIONS 1. The project must comply, as applicable, for areas permitted herein, with all other Federal, State, and local statutes, ordinances, and regulations, and the applicant must obtain all licenses and permits prior to commencement of construction. 2. This permit does not resolve actual or potential disputes regarding ownership of or rights in or over the property upon which the subject project is proposed, and shall not be construed as recognizing or denying any such rights or interests. 3. All plans, documents, and materials contained in this permit application, required by the Shore Protection Act O.C.G.A. 12 -5 -230 et. seq. are a part of this permit and conformance to such plans, documents, and materials are a condition of this permit. No change or deviation from these plans, documents, and materials shall be permitted without prior notification and approval by the Department or Committee. 4. No further encroachment or construction shall take place within State jurisdiction, except as permitted by the Shore Protection Committee. Any modification of the plans or structure in the jurisdictional area must be reviewed and approved by the Department prior to construction. 5. A construction placard will be required to be obtained from the Department up to 30 days prior to the start of project construction and must be posted at the site. This placard will include certain steps in the construction of the permitted project that must be approved by the Department prior to construction. 6. The exact location and configuration of this project must be reviewed onsite and approved by Department staff immediately prior to beginning construction. Minor changes to the location may be allowed or required in areas that have eroded or accreted subsequent to the original jurisdictional determination. 7. No construction materials may be disposed of in the jurisdictional area of the Shore Protection Act. Any incidental impacts associated with the construction of this project must be rectified by restoring areas to their pre - construction topographic and vegetative states. Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Tuesday, January 08, 2013 3:26 PM To: Dianne Otto Subject: Re: FW: Wistar Lewis invoice and concurrence The only BMP's requyired for the geothermal drilling, being the hay bales, have been installed. Therefore, satisfactory BMP's are in place for this preliminary work only. Downer On Tue, Jan 8, 2013 at 10:47 AM, Dianne Otto <Dotto ,cityoftybee.org> wrote: Downer — Wistar Lewis (656 -8180) called for a BMP inspection. He will be picking up the building permit tomorrow. Dianne K. Otto, CFM City of Tybee Island dotto @cityoftybee.org phone 912.472.5031 fax 912.786.9539 From: Downer Davis [mailto:dkdbusCabgmail.com] Sent: Monday, January 07, 2013 9:43 AM To: Dianne Otto Subject: Wistar Lewis invoice and concurrence See you in a few minutes 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 DATE ISSUED: 01 -8 -2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION t CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF 2 EIGHTEENTH PL — PIN #4- 0009 -06 -038 WISTAR LEWIS PO BOX 60759 SAVANNAH GA 31420 WISTAR LEWIS PO BOX 60759 SAVANNAH GA 31420 3875 P $7,458.50 $500,000.00 PERMIT #: 130018 TOTAL BALANCE DUE: $7,458.50 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 Nrww.cityofty bee.org /3.- 10,1) 1� CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT 10 iy � Location: #2 / J0L �lG NAME ADDRESS 1 sets of building plans y 1 copy of survey shoring `ground elevations &Hood zone ✓ 1 copy REScheck or COMcheck $150 plan deposit PIN # /-/ —D o0 2 -o6 -p3,9 TELEPHONE Owner <VXF S11-44K LL.G pp ag K &a 75-91 057-4K 4C -A115 511VI &,* 31Y7-0 Architect R/ ,,¢�� S #3 AJ UA)7K 1- 4X1d1Wq - 6,7s--3111 or Engineer lI�N M•!Gf/ A/Lfffl)t10 ff %Li &,+ Building 6grej MALL eon jy 64Rr ©W P77 YqD Contractor u cA ;,a r-, 5AV,4,V1V -# Cif{ 31YO f (Check all that apply) E�<ew Construction ❑ Other [Residential [�J-Single Family ❑ Duplex ❑ Multi- Family ❑ Commercial Details of Project: /` e,n A 0;*e v lilti„c ex-is�ihy �ou���rc # ,we c Estimated Cost of Construction: $ So U 000 Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer p Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units _� # Bedrooms S' # Bathrooms 5-/Z_ Lot Area Living space (total sq. ft.) 3,87T -Per -P # Off - street parking s aces —3 Trees locat d & listed on site plan o Access: r►1O yo��f ra Driveway (ft.) With culvert? V0 With swale? V0 Setbacks: Front / ZO Rear /© Sides (L) t o (R) # Stories 3 Height 5 J Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5 -4, Code of Ordinances. Section 5 -4 -9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storrn water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: Project I.D.: Attachments approved by: Date: CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786 -4573 FAX (912) 786 -9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: Z J0&46V Owner's Name: .5ur-F 51W k-- LAC �il/i - r G�w I Address: �' d ��� 3C b070 4VAAO/i%%fAA/ C.4 3 /S�zo Contractor's Name: 6 w 6y t`u I This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner /contractor) agree to construct /place the equipment above or up to the required finished floor elevation, which is stated below. �r rev' BFE Acknowledged and agreed to this 27 day of e 20 I Z Owner / Cont -tor Signature Owner / Contractor Printed Name City of Tybee Isla d PO Box 2749 Tybee Island, GA 31328 912- 786 -4573 SURF SHACK, LLC PO BOX 60759 SAVANNAH GA 31420 Account Number Service Dates T Service Address 06- 1010 -01 10 31 2012 - 11/30/20121 2 EIGHTEENTH PL E�] Service Description Current Reading Previous Reading Consumption Amount WATER 0 0 0 9.55 GO TO WWW.CITYOFTYBEE.ORG TO PAY ON -LINE, SIGN UP FOR E- BILLING AND TO CHECK OUR MONTHLY INFO AND EVENTS IMPORTANT CUT OFF INFORMATION ON BACK Total Amount Due 9.55 To avoid delinquency charge and service interruption pay before: The following information may be helpful: 1. Bills are normally mailed by the first of month and are due and payable by the 20 m of each month. 2. Payment must be received prior to due date. Payments not received by the 20"'w ill be considered delinquent and subject to disconnection without notice. 3. A late fee of $15.00 will be applied to unpaid accounts on the 21". 4. Failure to receive a bill does not exempt you from payment, late charges, or disconnect. SEE REVERSE FOR IMPORTANT INFORMATION 0 01/20/2013 'WATER HISTORY NOV JAN MAR MAY JUL SEP NOV ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Please detach and return this portion with your payment. Account Name Account Number I Service Address Amount Due SURF SHACK LLC 06- 1010 -01 2 EIGHTEENTH PL SURF SHACK, LLC PO BOX 60759 SAVANNAH GA 314 20 III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Please reference the account number on your check make payable to: City of Tybee Island PO Box 2749 Tybee Island, GA 31328 z Ci OF TYBEE ISLAND COMMUNITY DEVELOPMENT DEPARTMENT P.O. Box 2749 - 403 Butler Ave., Tybee Island, GA 31328 Phone (912) 786 -4573 Fax (912) 786 -9539 Water Tap and Sewer Stub Application Location of work (street address) Contractor Address of contractor Contact name & telephone number of contractor Name of property owner Mailing address of property owner Telephone number of property owner Details of project Residential Cominercial Enter the required number of water taps /meters and the number of sewer stubs: WATER TAP /METER Number Meter of Taps Size 3/4" I" l -1/2" 2" SEWER STUB Number Stub of Stubs Size Unauthorized use of water prior to installation of a water meter is prohibited. N Installation of meters and lines shall be the responsibility of the owner /contractor. Contact the Water /Sewer Department at (912) 786 -4573, extension 122, for line and tie -in locations and for inspections. Contact the Community Development Department at (912) 786 -4573, extension 136, to arrange pick up of a meter. It is the responsibility of the owner to establish a seater /sewer account with the City. An application and deposit are required. Contact (912) 786 -4573, extension 110. Oirner signature Oivner printed name Contractor signature Contractor printed name Date Date CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: Owner's Name: yr S L c k W15tcr L04,tiI; Address: © VX & 0 7S- tj -% u "iqjtjL. (4 4 2 l j� Zp Contractor's Name: This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner / contractor is hereby held responsible for any violations to this policy. A violation of tills policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It will be granted for a maximum of six months and may be revoked as circumstances dictate. Alkt12 2� -i Own,er's7 Si attur��e Date "Alt r Owner's Printed Name Contractor's Signature Date Contractor's Printed Name Witness's Signature Date Witness's Printed Name C REScheck Software Version 4.4.3 Compliance Certificate RE�,EI�ED tco ]�� Project Title: Lewis Residence Energy Code: 2011 Georgia State Minimum Standard Energy Code Location: Tybee Island, Georgia Construction Type: Single Family 0.0 Glazing Area Percentage: 21% 776 Heating Degree Days: 1851 Climate Zone: 2 30.0 Construction Site: Owner /Agent: Designer /Contractor: 2 18th Place Wistar Lewis Richard Wissmach Tybee Island, GA 31328 P.O. Box 60759 Richard Wissmach Architect, LLC 19.0 Savannah, GA 31420 543 McAllister Landing 12 912 - 656 -8180 Richmond Hill, GA 31324 0.0 wistadewis @gmail.com 912- 695 -3111 318 19.0 rwissmach@wissmacharchitects.com Compliance: Passes using UA trade-off Compliance: 25.9% Better Than Code Maximum UA: 915 Your ILIA: 678 Maximum SHGC: 0.30 Your SHGC: 0.30 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. Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling:All insulation air impermeable Ceiling 3: Cathedral Ceiling:All insulation air impermeable Ceiling 4: Cathedral Ceiling:All insulation air impermeable Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall Wall 5: Wood Frame, 16" o.c.:Not Attic Kneewall Wall 6: Wood Frame, 16" o.c.:Not Attic Kneewall Wall 7: Wood Frame, 16" o.c.:Not Attic Kneewall Wall 8: Wood Frame, 16" o.c.:Not Attic Kneewall Wall 9: Wood Frame, 16" o.c.:Not Attic Kneewall Wall 10: Wood Frame, 16" o.c.:Not Attic Kneewall Wall 11: Wood Frame, 16" o.c.:Not Attic Kneewall Wall 12: Wood Frame, 16" o.c.:Not Attic Kneewall Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Window 2: Wood Frame:Double Pane with Low -E SHGC: 0.30 Window 3: Wood Frame:Double Pane with Low -E SHGC: 0.30 Window 4: Wood Frame:Double Pane with Low -E SHGC: 0.30 Window 5: Wood Frame:Double Pane with Low -E SHGC: 0.30 Window 6: Wood Frame:Double Pane with Low -E SHGC: 0.30 Window 7: Wood Frame:Double Pane with Low -E SHGC: 0.30 Project Title: Lewis Residence Data filename: Untitled.rck 240 30.0 0.0 8 776 30.0 0.0 26 218 30.0 0.0 7 436 19.0 0.0 20 380 19.0 0.0 12 228 19.0 0.0 9 318 19.0 0.0 10 407 19.0 0.0 16 691 19.0 0.0 35 36 19.0 0.0 2 1033 19.0 0.0 60 104 19.0 0.0 4 86 19.0 0.0 4 104 19.0 0.0 6 86 19.0 0.0 4 108 0.320 35 97 0.320 31 32 0.320 10 130 0.320 42 148 0.320 47 105 0.320 34 28 0.300 8 Report date: 12/27/12 Page 1 of 7 CNJ(REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2011 Georgia State Minimum Standard Energy Code Location: Tybee Island, Georgia Construction Type: Single Family Glazing Area Percentage: 21% Heating Degree Days: 1851 Climate Zone: 2 Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R -30.0 cavity insulation Comments: ❑ Ceiling 2: Cathedral Ceiling:All insulation air impermeable, R -30.0 cavity insulation Comments: ❑ Ceiling 3: Cathedral Ceiling:All insulation air impermeable, R -30.0 cavity insulation Comments: ❑ Ceiling 4: Cathedral Ceiling:All insulation air impermeable, R -30.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity insulation Comments: ❑ Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity insulation Comments: ❑ Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity insulation Comments: ❑ Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity insulation Comments: ❑ Wall 5: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity insulation Comments: ❑ Wall 6: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity insulation Comments: ❑ Wall 7: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity insulation Comments: ❑ Wall 8: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity insulation Comments: ❑ Wall 9: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity insulation Comments: ❑ Wall 10: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity insulation Comments: ❑ Wall 11: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity insulation Comments: ❑ Wall 12: Wood Frame, 16" o.c.:Not Attic Kneewall, R -19.0 cavity insulation Comments: Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U- factor: 0.320, SHGC: 0.30, Project Title: Lewis Residence Report date: 12/27/12 Data filename: Untitled.rck Page 3 of 7 Comments: Solar Heat Gain Coefficient: ❑ Solar Heat Gain Coefficient (SHGC) values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs /showers, and in openings between window /doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space (e.g., attic, unconditioned basements and crawlspaces) are weather- stripped and insulated (without insulation compression or damage). Where loose fill insulation exists, a wood framed or equivalent baffle is installed to maintain insulation application. Required insulation values are as follows: (1) Hinged vertical doors have a maximum U- Factor of U -0.2 (R -5 minimum) (2) Hatches /scuttle hole covers have a maximum U- Factor U -0.05 (R -19 minimum) (3) Pull down stairs have a maximum U- Factor of U -0.20 with a minimum of 75 percent of the panel area having R -5 minimum insulation Lj Where air permeable insulation exists in vented attics, baffles are installed adjacent to soffit and eave vents. A minimum of a 1 -inch of space is provided between the insulation and the roof sheathing and at the location of the vent. The baffle extends over the top of the insulation inward until it is at least 4 inches vertically above the top of the insulation. ❑ Masonry, site -built fireplaces have gasketed doors and outdoor combustion air. (] Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: (] Building envelope air tightness complies with a post construction blower door test result of less than 7 ACH at 50 Pascals. Test conducted by a certified Duct and Envelope Tightness (DET) verifier. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. n Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. Duct Insulation: In Supply ducts in attics are insulated to a minimum of R -8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply or return ducts. All supply and return ducts are lined with metal, flex duct, ductboard or other material approved in section M1601 of the IRC. F-1 Without exception all closure systems have mastic applied that is at least 2 mm (0.08 inches) thick. All joints and seams of air ducts, air handlers, filter boxes are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B #and are labeled according to the duct construction. Metal duct connections with equipment and /or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam and mastic. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). n All ducts and air handlers are located within conditioned space. Temperature Controls: F-I Where the primary heating system is a forced air - furnace, at least one programmable thermostat is installed to control the primary heating system and has set - points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. F1 Heat pumps having supplementary electric - resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Project Title: Lewis Residence Report date: 12/27/12 Data filename: Untitled.rck Page 5 of 7 Project Title: Lewis Residence Report date: 12/27/12 Data filename: Untitled.rck Page 7 of 7 (MARK WILLIAMS COMMISSIONER OCT 232012 SURF SHACK, LLC C/O Samuel Wistar Lewis PO Box 60759 Savannah, GA 31420 GEORGIA N COASTAL RESOURCES DIVISION RECEIVED A.G.'SPUD' WOODWARb DIRECTOR Subject: Transfer of Shore Protection Act (SPA) Permit #379, issued to Edward Damgjian to SURF SHACK, LLC. Dear Mr. Lewis: The Department received notification of the conveyance of the property affected by SPA Permit #379 and transfers the permit to the new owner SURF SHACK, LLC. The permit shall continue in force and favor of the new owner, SURF SHACK, LLC, provided there is no change in the use of the land as set forth in the original application. The department was notified of the conveyances of the land for which the permit was issued by the new owners. The original permit holder and subsequent owners acted diligently in notifying the department of conveyances of the property, via phone calls, electronic mail and the U.S. Mail and supplied supporting documentation. No change in use of the proposed single - family residence with porches and landscaping was proposed or requested or is authorized by this transfer. This transfer does not affect the exact location, design specifications or conditions for the structures and landscaping as originally permitted. Any changes or revisions to the project may require a new Shore Protection Act Permit. Please find enclosed an original revised construction placard, listing the new owner, (SURF SHACK, LLC), for SPA Permit 4379. Also enclosed is a copy of the original approval package for SPA Permit #379 with detailed design drawings, building specifications, and all standard and special conditions that apply to the construction of the proposed structures and landscaping. Please note the permit expiration date remains February 28, 2013 and that O.C.G.A. § 12-5 - 239(e) contemplates a one -time 5 -year permit extension upon a showing of due effort and diligence toward the completion of the work. O.C.G.A. 12- 5- 239(e) states, "Every permit shall require that the proposed project be completed within five years after the date of the issuance of the permit and such permit shall expire five years after the date of issuance. Such time may be extended an additional five years upon showing that all due efforts and diligence toward the completion of the work have been made." ONE CONSERVATION WAY I BRUNSWICK, GEORGIA 31520 -8686 912.264.7218 1 FAX 912.262.3143 1 WWW.COASTALGADNRoRG GEOk I Coastal Resources DiN15i0n March 6, 2008 Edward Damarjian PO Box 2176 Tybee Island, Georgia 31328 RE: Shore Protection Committee Permit #379, To construct and maintain a single - family residence with porches and landscaping at: #2 18c' Place, Lot 111B, Ward 5, #2 18"' Place, Tybee Island, Chatham County, Georgia. Dear Mr. Damarjian: The Shore Protection Committee considered and approved SPA Permit # 379 referenced above on February 29, 2008 under the Shore Protection Act O.C.G.A. 12 -5 -230 et. seq. The permit placard and permit conditions are attached to this letter. All decision documents (attached), as well as all other plans, documents and materials submitted during the application process become terms of this permit and are now enforceable conditions. You may begin construction as soon as March 29, 2008, provided there is no legal appeal of this permit, you have all other necessary federal, state and local authorizations and you have met all of the standard and special conditions as required by this permit. Permitted Proiect Description: Construction and maintenance of a single- family residence with porches and landscaping. Impacts to the state's jurisdictional area include 944 square feet for the single- family residence and 500 square feet of existing concrete for total impacts to the jurisdictional area of 1, 444 square feet (38 %). Approximately 2,260 square feet or 62% of the jurisdictional area will be restored with native vegetation. Standard and special conditions apply to this permit. Permit and Construction Placards: Enclosed is the permit placard to be posted at the work site (within 24 hours) for the duration of the construction activity. Please note that you will also need to notify the Department when you are within 10 -30 days of beginning your project to obtain a separate construction Placard. DNTR staff will arrange a site visit to confirm the project footprint before construction begins and to initial the construction placard at the identified intervals during the project. This placard will also need to be posted at the site during construction. t,Ntll,gll Dupartnl(ant tit N,Ittir.11 l \t- mmi -ce, • til�tal l \t'tit�llttl�� l�l\ lSll�ll One C011SUI -Vat loll kid\ • 1?11111�111i1 , t_rt't `1 X1.3 � ��I) 'I El : (W12) 264-7218 • Fa\: Ili 12) 262 -'14) • WEB: httl,:. 't l l.tinrwatc.�a.u� , I Coa,,tal Resnurces Division Shore Protection Committee Permit #379 Final Conditions February 29, 2008 Edward Damarjian Construction and Maintenance of a Single - family Residence, Porches and Landscaping Atlantic Ocean, Tybee Island, Georgia Project Description: Construction and maintenance of a single - family residence with porches and landscaping. Impacts to the state's jurisdictional area include 944 square feet for the single- family residence and 500 square feet of existing concrete for total impacts to the jurisdictional area of 1, 444 square feet (38 %). Approximately 2,260 square feet or 62% of the jurisdictional area will be restored with native vegetation. Standard and special conditions apply to this permit. SHORE PROTECTION ACT O.C.G.A. & 12 -5 -230 STANDARD PERMIT CONDITIONS 1. The project must comply, as applicable, for areas permitted herein, with all other Federal, State, and local statutes, ordinances, and regulations, and the applicant must obtain all licenses and permits prior to commencement of construction. 2. This permit does not resolve actual or potential disputes regarding ownership of or rights in or over the property upon which the subject project is proposed, and shall not be construed as recognizing or denying any such rights or interests. 3. All plans, documents, and materials contained in this permit application, required by the Shore Protection Act O.C.G.A. 12 -5 -230 et. seq. are a part of this permit and conformance to such plans, documents, and materials are a condition of this permit. No change or deviation from these plans, documents, and materials shall be permitted without prior notification and approval by the Department or Committee. 4. No further encroachment or construction shall take place within State jurisdiction, except as permitted by the Shore Protection Committee. Any modification of the plans or structure in the jurisdictional area must be reviewed and approved by the Department prior to construction. 5. A construction placard will be required to be obtained from the Department up to 30 days prior to the start of project construction and must be posted at the site. This placard will include certain steps in the construction of the permitted project that must be approved by the Department prior to construction. 6. The exact location and configuration of this project must be reviewed onsite and approved by Department staff immediately prior to beginning construction. Minor changes to the location may be allowed or required in areas that have eroded or accreted subsequent to the original jurisdictional determination. 7. No construction materials may be disposed of in the jurisdictional area of the Shore Protection Act. 8. Any incidental impacts associated with the construction of this project must be rectified by restoring areas to their pre - construction topographic and vegetative states. i_,ia Department of 'natural RCS, Iur«C, • G,a,lal RrSOUrce, Division One Cun;ervati(m 11'av • Bruns\\ ick, GeogJa 31;20 TEL: (9121 264 -7218 • FAX: (912) 262 -114; • \VEB: http:, crd.dnr.titate.oa.u- EAR I Coastal Resources Division CERTIFICATION OF COMPLIANCE FOR THE CONSTRUCTION AND MAINTENANCE OF PROJECTS PERMITTED UNDER THE SHORE PROTECTION ACT PERMITTEE: Name: Edward Damadian Address: #2 18th Place City or Town: Tybee Island, Georgia _ Waterway or Island: Atlantic Ocean County: Chatham Permit Number: SPA # 379 Within 30 days of completion of the activity authorized by this permit, sign this certification and return it to the Habitat Management Program of the Ecological Section at the address listed below. Please note that your permitted activity is subject to compliance inspections by DNR representatives before and after completion of the project. If you fail to comply with the permit terms and conditions it may be subject to suspension, modification, or revocation. Permittee Statement "I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the tef-ms and conditions of the said permit. " Signature of Permittee: Date: (woi-gia Department ut NAin-al Resources • Coastal Resources Division One Conser\ ation Wav • Brun,,wick, Georgia 31520 TEl : (912) 264 -7218 • FAX: (912)'—'(,2-3141 • VVEB: http:iIcrd.dnr,;tate.ga.us LO 4-1 W Cd - :IF4 "" OC) CO 4. N ry Cd d A a.. =' iU- C O cq V ct a� O ct ~ i — 4' � `-1 W ° •U r ; I CL) O - Cq = n 1� O V V Z4 O�.r" N z ^l j ct ct y x 7 In OQo U Q' 14 �•I 0 'V ^ . 1 ` U1 ct ct O ct x ..:. Cd rMFAj U cd O CT� F� ip•1 R"� bjO O Q : • — v• 4-j N 3 .' — O �. se O r• . `r � w THE DEPARTMENT OF NATURAL RESOURCES (D.N_R.) DUNE LINES & SHORE PROTECTION LINE WERE DELINEATED BY 0 ANN THRAN FROM THE D.N.R. ON SEPTEMBER 5, 2007 1 z j /"�,W/ E�EXISTING 2 /j� /� u/o /STORY RES. I /LO / /f jX K w 1 TYBEE ISLAN `' ` -••... ! f�'4 l a-kLGL C.N.R. L v (SOMETIMES CALLED ROADWAY) �� .., R R.I_F. S '3p'00" E _ 4 03.74' _ ! S 70'3C BLOC: WALL —Vf-ol LOT B' -�/ /1-0 PRINT' ►o �<.� ��l�t 647 S.F. H o LOT a- u Dlll1 U _ CN €am F LL a ^ x<n - - "' V CONCRETE SEAW W Z d `- 20"r EwL Ew ETE rEo , �V o� c V- 7 ° [� i -' o`' ;° : / TON E WALL � �s t r'i ti \LAT� R Aft F r. .»° r'~ is i. - C.N P- tA!JOVJARCi -v .� - �€ DUNE LINE S 70'16'28$ 69.45 I;,:ivi °16 W_ � y LO' EASEMENT (PORTION OF 20' PRIVATE ROAD TYBEE ISLAND SHORE PROTECTG:v LINE ) 6 NOTES _ 1, BUILDING TO COMPLY WITH 2005 IBC RESDEN DAL CODE FOR 2005 NEC AND ALL APPLICABLE CODES -- — 2, BUILDING TO COMPLY WITH FEMA CODE FOP, -v. ZONE CONSTRUFfION AND TYBEE CODE DATE OF SUR VEY,JULY 28; 2004 ANY WALLS AT GROUND LEVEL TC BE BREAKAWAY THE PROPOSED PROJECT IS DESIGNED TO MEET APPLICABLE HURRICANE STANDS I DATE OF PL AT+ JULY 28. 2004 { 3, BUILDING NOT TO EXCEED 35' —Or FROMI AVERAC °E ADJACENT GRADE -RT BAR -ETT, _ L '41D SL - VEY 145 RUNNER RDAD SAVANNAH. G -.. .31410 LOT -111 B — S.F. 6.657 NATURAL STATE— S.F. 2,282 STATE OF GEORGIA (34.3% OF TOTAL AREA 61,60% OF DNR JURISDICTIONAL AREA) CHATHAM COUNTY LOT-111 B — S.F. INSIDE DNR JURISDICTIONAL AREA S.F. 3,704 BUILDING FOOTPRINT IN JURISDICTIONAL AF-EA S.F. 944 PLAT OF LOT `B' OF A St a POR -190N OF BEACH LOT ,;o. ? : 8th PLkCE, TYBEE 6 NOTES _ 1, BUILDING TO COMPLY WITH 2005 IBC RESDEN DAL CODE FOR 2005 NEC AND ALL APPLICABLE CODES -- — 2, BUILDING TO COMPLY WITH FEMA CODE FOP, -v. ZONE CONSTRUFfION AND TYBEE CODE DATE OF SUR VEY,JULY 28; 2004 ANY WALLS AT GROUND LEVEL TC BE BREAKAWAY THE PROPOSED PROJECT IS DESIGNED TO MEET APPLICABLE HURRICANE STANDS I DATE OF PL AT+ JULY 28. 2004 { 3, BUILDING NOT TO EXCEED 35' —Or FROMI AVERAC °E ADJACENT GRADE -RT BAR -ETT, _ L '41D SL - VEY 145 RUNNER RDAD SAVANNAH. G -.. .31410 s°b� �- CEDAR TREE NOTE: ACCORDING TO 'FIRM' 135164 0002 DATED 6/47/86 THIS SITE IS IN A `V9' (ELEV. 18'> FLOOD ZONE, REFERENCES: . ':. S.M.B. 19S -56, 19S -5 L 16S -32. NOTE: REVISED SEPTEMBER. 7, 2007 TO SHO'7q , D.N.R. SHORE PROTECTION & DUNE LINES AND! I THE CITY OF TYBEE SHORE PROTECTION LINE THE ORIGINALL OF THIS DOCUMENT WAS SEALED AND SIGNED BY BERT S. BARRETT, JR. R.L.S. 2225 ON 9/07/07 AND THIS REPRODUCTION IS NOT A rcc r .��„ �,rIE,: DOCUA4EN TI I THE DEPARTMENT OF NATURAL RESOU LINES & SHORE PROTECTION LINE WE ANN THRAN FROM THE D.N.R. ON S TYBEE ISLAND SHORE PROTECT110A LINE NATURAL STATE- S.F. 2.282 (34.3% OF TOTAL AREA 61.67. OF DNR JURISDIC T 10 LOT -111 B - S.F. INSIDE DNR JURISDICTIONAL AREA BUILDING FOOTPRINT IN JURISDICTIONAL AF'EA S.F. NOTES 1, BUILDING TO COMPLY WITH 2006 IBC RESIDENTIAL CODE 2005 NEC AND ALL APPLICABLE CODES 2, BUILDING TO COMPLY WITH FEMA CODE FOR Y ZONE CONSTRUCTION AND TYB! ANY WALLS AT GROUND LEVEL TO BREAK THE PROPOSED PROJECT IS DESIGNED TO MEET APPLICABLE HURRICANE 3, BUILDING NOT TO EXCEED 35' -0„ FROM AVERAr ADJACENT 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 lssuedtO: DAVIS ENGINEERING, INC P 0 B 0 X 1 6 6 3 T Y B E E ISLAND, GA 31328 F.O.B. Point - Tybee Island, GA UNE UNITS DESCRIPTION PV.ICHASE ORDER PO Number: 13 -21652 This number must appear on all related correspondence, shipping papers and invoices. Date: 0 1/ 0 8 2 01 3 Requisition #: 2 3 - 21 65 2 Ship to: C I T Y H A L L 4 0 3 B U T L E R A V E N U E T Y B E E ISLAND, GA 31328 Terms - Net 30 days PRICE AMOUNT 1 0.00 Engineering for W. Lewis 100- 7220 -52 -1203 0.00 Davis Engineering, Inc., Inv. #21300801 dated 01/07/2013 for $937.50 - engineering for W. Lewis at 2 18th Place Purchase Order void after 90 days. Special Instructions: Authorized by For the City of Tybee Island I agree to provide the items /services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date TOTAL Date 9 37.50 437.50 DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.comt January 7, 2013 Diane Otto City of Tybee Island P.O. Box 2749 _ Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786- 3 RE: Wistar Lewis 18`h Place JAM 0 7 Dear Ms. Otto: ft, —.,.- -............ I have reviewed the revised plans for the above referenced site. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. Based on the above condition, within the scope of my design review, to the best of my knowledge and belief, it is my opinion that this drainage plan meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President 2130080B DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695 -7262 dkdbus(o)gmail.com INVOICE January 7, 2013 Invoice #21300801 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Wistar Lewis 18" Place 12- -12 0.5 hours Site visit and file research 12- -12 1.0 hours Research and initial meeting with Engineer and Owner at City Hall 12- -12 1.0 hours Final meeting and concurrence 2.50 hours @ $175 = $437.50 • ad ed 4,-3 3T' 13 - aoJB EXISTING CONCRETE / COLUMN (TYP) • / J -5: 944 sf 10 o / a , / EXI TIN Co�) ❑ RE IRO �l ON (+ I NJ -3: 1597 ! 1698 sf 4L / EXISTING CONCRETEi / COLUMN (TYP) "' • / � BuilVnc�f2ot�rint _ _ • _Lj Bufldinp Qo ' "' Existing Paving — - — - - - -- _ --- —TY@EE BUILDING U-TQ&CK Ll_E r �- — — — — urisdict ona- _� !� R. SNORE- != pNR Non_ j �. - icttona� D •N' oD o Existing Paving m� / r — — D.N.R. LANDWARD DUNE LINE 7%I b r/ i to i `EXISTING STONE Wy1• ro '.► 1 I / / %r f*Cf&'TY 1-IME " AU sera% wiWar iDropbox%Tybeq(P /- ns1SWLWte variance plan 032913. vcd 3/31.,2013 Ir; RECEIVED -( -13 roe^ W - L. / Concrete seawall Existing concrete retaining walls 9" thick, 4' high 44 REMOVE RETAINING WALL ia._ REMOVE CONCRETE STEPS CONCRETE PAVINO�� REMOVE RETAINING WAIL DUNE PROTECTION AREA REMOVE CONCRETE PAVING i REMOVE CONCRETE STEPS �PAVIN etaining walls " thick, 4' high y q ,� Concrete seawall 1 • �• 'ISTING CONCRETE LUMN ( TYP) • ci.• z j , 01 e J -5: 944 sf .01 CDI '0 coo C m • ltaj / ' a °+ t 0/ co F1 Li L • 1 �8 • �/R • EXISTING CONCRETE SNORE j / COLUMN ( TYP ) A Rp l ON 1:1 BuildlMfootprint NJ -3: 1597 / 1698 sf r-- L,. D --D— 17 BUlldinq U Existing Paving • • • TYKE WIDING SETSWK�t QNR�unsd +ctlanal 0 N R Existing Paving / r D.N.R. LANDWARD DUNE LINE �4k f V / ; DL RECEIVED ro rv, W . L. i 1 r Concrete seawall Existing concrete retaining walls 9" thick, 4' high z : 0 RESTORED NATURAL AREA EXISTING CONCRETE COLUMN ( TYP) i / ew retaining wa • 1 to match existing f • -� DUNE PROTECTION AREA ONE- i EXISTING STONE WALL New retaining w-E � ' 114match existing RESTORED NATURAL AREA Existing concrete retaining walls 9" thick, 4' high Concrete seawall i2 0 A s 'rp P, q) l R�STae�r�o�- 42, - �8 � PG4GE 3 -3>0 - 13 acs "% UserslwistaADropbox %Tybep(Plans%SWLlsite variance plan 032913.vcd 3/31/2013 R.R.I.F. = RAILROAD IRON FOUNC M.A.G.S. = MAG NAIL SET PROJECT \00.AlB -7 7 -3 -13 4: CONC. = CONCRETE C.M.F. = CONCRETE MONUMENT FOUND P.K.S. = P.K. NAIL SET B.S.L. = BUILDING SETBACK LINE 6' WALKWAY (SOMETIMES CALLED ROADWAY) SHORE pRa Tec ` R.R.I.F. S 70'30'00" E —..� T /ON ` t"NE _��� o CONCRETE BLOCK WALL 10' B.S.L. ° 10.27' t:.:;. CONCRETE BLOCK WALL LOT `A' Ld N^ YA/ 1 M Cn r`i ... o CONCRETE FOUNDATION'."' 10.32' �- 20' B.S.L. rcoo;18 #h PLACE — — — _ " WALL 20 PRIVATE ROAD RZiV — — — — — _ D.N.R. LANDWARD DUNE M p 5 69.45' L� N 7016'28" W 10' EASEMENT (PORTION OF 20' PRIVATE ROAD) THE DEPARTMENT OF NATURAL RESOURCES (D.N.R.) DUNE LINES & SHORE PROTECTION LINE WERE DELINEATED BY ANN THRAN FROM THE D.N.R. ON SEPTEMBER 5, 2007 E.O.C. FIELD 1/ 30,513 < ERROR /POINT 9.8" ADJ. METHOD COMPASS E.O.C. PLAT 1/ 74,669 TOTAL STATION GEODIMETER 610 NOTE: ACCORDING TO `FIRM' 13051CO326 DATED 9/28/08 THIS SITE IS LOCATED IN AN 'VE -17 & VE -18' FLOOD ZONE. Ci D.N.R. LANDWARD DUNE UNE 95.74' _ _j i 0$ � Ao w 07' 9 6;28_ P.K.S. :• j� Q D.N.R. PIN FLAG (TYPICAL) J aI 1 17 1 eb: SU REC& i 5J rv¢ FOUNDATION SURVEY OF LOT 'B' OF A SUBDIVISION OF THE REMAINING PORTION OF BEACH LOT 111, WARD 5, KNOWN AS No. 2 18th PLACE, TYBEE ISLAND, LOCATED IN CHATHAM COUNTY, GEORGIA FOR: SURF SHACK, LLC. DATE OF SURVEY. JULY 3, 2013 DATE OF PLAT: JULY 3, 2013 SCALE: 1"= 20' 0' 20' 40' THIS SURVEY WAS PREPARED IN CONFORMITY WITH THE TECHNICAL BERT BARRETT JR. LAND SURVEYING, P.C. REFERENCES: S.M.B. 19S -56, 19S -5 & 16S -32. STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH 145 RUNNER ROA6 IN CHAPTER 180 -7 OF THE RULES OF THE GEORGIA BOARD OF SAVANNAH, GA. 31410 REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN THE GEORGIA PLAT ACT O.C.G.A. 15 -8 -87. (912) 897 -0661 v 2 R.R.I.F. = RAILROAD IRON FOUND M.A.G.S. = MAG NAIL SET CONC. = CONCRETE C.M.F. = CONCRETE MONUMENT FOUND P.K.S. = P.K. NAIL SET R.B.S. = 1/2" REBAR SET B.S.L. = BUILDING SETBACK LINE 6' WALKWAY (SOMETIMES CALLED ROADWAY) S�OR£ p ` R.R.I.F. Ro>�cPoN 10.00' LOT 'A' CONCRETE BLOCK WALL -41 ci ai 0 o o ` I �I w NI 10.07' 70'30'00" .. • • BLOCK • • • i NEW i FRAME • � �I ISEEN mmm NING ------ - - - - -I . , : • , mmm MEN WAj----- - - - - -- � ��` �l __ __ 18th PLACE / 0 STONE WALL — 20' PRIVATE ROAD RA --- /// N.R. LANDWARD DUNE LI Re•s 69.45' —N 70'16'28" W - 10' EASEMENT (PORTION OF 20' PRIVATE ROAD) THE DEPARTMENT OF NATURAL RESOURCES (D.N.R.) DUNE LINES & SHORE PROTECTION LINE WERE DELINEATED BY ANN THRAN FROM THE D.N.R. ON SEPTEMBER 5, 2007 E.O.C. FIELD < ERROR /POINT ADJ. METHOD E.O.C. PLAT TOTAL STATION 1/ 30,513 9.8" COMPASS 1/ 74,669 GEODIMETER 610 NOTE: ACCORDING TO 'FIRM' 13051CO326 DATED 9/28/08 THIS SITE IS LOCATED IN AN 'VE -17 & VE -18' FLOOD ZONE. REFERENCES: S.M.B. 19S -56, 19S -5 & 16S -32. REVISED NOVEMBER 6, 2014 TO ADD IMPROVEMENTS. THIS SURVEY WAS PREPARED IN CONFORMITY WITH THE TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN CHAPTER 180 -7 OF THE RULES OF THE GEORGIA BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN THE GEORGIA PLAT ACT O.C.G.A. 15 -6 -67. 0 V' D.N.R. LANDWARD DUNE LINE i P.K.S. .89' S 70'30`00" T, - �� as -( ": l+ D.N.R. PIN FLAG (TYPICAL) J 189.76' 117.58' i r FOUNDATION SURVEY OF LOT 'B' OF A SUBDIVISION OF THE REMAINING PORTION OF BEACH LOT 111, WARD 5, KNOWN AS No. 2 18th PLACE, TYBEE ISLAND, LOCATED IN CHATHAM COUNTY, GEORGIA FOR: SURF SHACK, LLC. Z qcc L 0 ci DATE OF SURVEY. JULY 3, 2013 DATE OF PLAT: JULY 3, 2013 (REVISED NOVEMBER 6, 2014) SCALE: 1"= 20' 0' 20' 40' BERT BA RRETT JR. LAND SURVEYING, P.C. ROAd SAVANNAH, GA. 31410 (912) 897 -0661 PROJECT \00952B -8 11 -6 -14 I I of w z it g m elw z D m tl E-10 sf, co CONCRETE BLOCK WALL A D.N.R. LANDWARD DUNE 1372 sf Existing Green 7/ 7-7 ------- T-1 7 -- — — — — — — — Building footprint N* EXIST. CONC. COLUMN (Typ.) /V -Cr/C)A, EJ J-5: 944 sf NJ-3: 1597 / 1698 sf El 0 m` al U 0 —j w EJ w NJ-6: 323 sf U is Z 0 L) f. I I of w z it g m elw z D m tl E-10 sf, co CONCRETE BLOCK WALL A D.N.R. LANDWARD DUNE 1372 sf Existing Green 7/ 7-7 ------- T-1 7 -- — — — — — — — Building footprint N* EXIST. CONC. COLUMN (Typ.) /V -Cr/C)A, EJ J-5: 944 sf NJ-3: 1597 / 1698 sf El 4I 1 DUNE PROTECTION AREA 0 NJ-4:130 sf 1 F-M—iM F--1 r-4/ 1: 836 sf ing Paving . . . . . . . . . . . . . . . . . . . . . . 7- J-1: 453 sf Existing concrete STONE WALL: 0 • 0 — —- - - -- — R6 DUNE — — - - - -- — D.N.R. LAND LINE J-7: 40 sf J-2: 56 sf riveway co Green I 1 0 J-8: 409 sf Existing Green 18th Place Road J-9: 1 sf Road V C m s T J4: 39 sf Green C:%UserslwistarADropboxITybeetPlans%SWL%site variance Plan 032913.vcd 3/29/2013 doll� = �-i CONCRETE SEAWALL 0 m` al EJ 4I 1 DUNE PROTECTION AREA 0 NJ-4:130 sf 1 F-M—iM F--1 r-4/ 1: 836 sf ing Paving . . . . . . . . . . . . . . . . . . . . . . 7- J-1: 453 sf Existing concrete STONE WALL: 0 • 0 — —- - - -- — R6 DUNE — — - - - -- — D.N.R. LAND LINE J-7: 40 sf J-2: 56 sf riveway co Green I 1 0 J-8: 409 sf Existing Green 18th Place Road J-9: 1 sf Road V C m s T J4: 39 sf Green C:%UserslwistarADropboxITybeetPlans%SWL%site variance Plan 032913.vcd 3/29/2013 doll� = �-i CONCRETE SEAWALL Edward Damar ian SPA #379 Final Permit Conditions February 29, 2008 9. The public shall maintain rights of ingress and egress on the foreshore beach area seaward of the ordinary high water mark. 10. If the permitted improvements are damaged, fall into disrepair, become dilapidated, are not meeting their expected usefulness, or are not maintained at a serviceable level, then it is the responsibility of the owner to remove the improvements. A new permit will be required to retain and repair the structure, improvement or asset if it loses its structural integrity and is no longer serviceable. 11. The Shore Protection Committee is not bound in the future to protect any asset or improvements authorized by the permit. 12. The permit must be posted onsite within twenty -four (24) hours of beginning construction. 13. A copy of the above conditions must be supplied to the person in charge of construction. SPECIAL CONDITIONS: 1. During and after construction, external lighting must conform to turtle friendly lighting standards as approved on consultation with DNR/WRD staff. Any bulb, fluorescent tube, lamp or other source of light from the subject parcel shall be shielded, screened or turned off should it be capable of creating a shadow on the beach between May 1 and October 31. 2. Access to the beach will be via an existing dune path to prevent habitat fragmentation, wildlife disturbance and impacts to nesting marine turtles and birds. 3. Approximately 2,260 square feet or 62% of the jurisdictional area will be restored with native vegetation. All non - native landscaping must be removed from the site. Landscaping in the 20' access easement on the southern side of the property must be designed in order to continue to allow pedestrian ingress and egress to the beach. 4. A landscape plan must be provided to the Department for approval prior to installation. Landscaping will consist of native species and shall not change the jurisdiction of the Shore Protection Act in the future. 5. No construction or landscaping is permitted in the dune areas. Should the dunes shift landward, which is considered a natural function of the sand sharing system, every effort must be made to protect the dynamic area. 6. During construction, no materials or equipment can be stored in the dune area. During construction, silt fence must be placed landward of the existing dune to clearly delineate the dune area where no impacts are permitted. 7. All proposed driveways must be constructed of pervious materials. 8. To ensure public safety the retaining wall adjacent to the 6' pedestrian easement on the north side of the property must be reviewed by a structural engineer and if necessary measures must taken to ensure the integrity of the wall to provide public safety. 9. Permittee must provide a post - construction survey to the Department within thirty days of completion of the project. Landscaped trees will not change the Shore Protection Area jurisdiction and must be noted as landscaped on the post construction survey. The survey must be performed by a surveyor registered in the State of Georgia and must comply with appropriate professional industry standards. During construction: On -site restroom facilities will be provided through o n ? 11k On -site waste and debris containers will be provided by , jU; rE 1 cif c;s Construction debris will be disposed by by means of 17 —�,te r I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: _ -z.7- Signature of Applicant: Note: A pen-nit normally takes 7 to 10 business days to process. ------------------------------------------------------------------------------------------ Tlie following is to be completed by City personnel: Zoning certification K -2 Approved rezoning/variance? _ Street address and number: New NFIP Flood Zone VL ( O Existing Is it in compliance with City map? If not, has street name and /or number been reported to MPC? NIA FEMA Certification attached 2i( c State Energy Code Affidavit attached V eS Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Stonndrainage 5ee L$ -002. Dama6i � Approvals: Signature Zoning Administrator Code Enforcement Officer Water/Sewer Storm/Drainage Inspections City Manager ZSa ck Ivor 3,g15 tqL. �Pk x t (oo: 62,glj50� \(-a`��b WA r9,11 FEES Permit Inspections a Water Tap Qx ; S4-; n Sewer Stub ey:544n%_ Aid to Const. CC Recovery 'E 4': A � n TOTAL ' 4!�g,s :L RESOURCES (D.N.R.) DUNE LINE WERE DELINEATED BY R. ON SEPTEMBER 5, 2007 ��i ,%a- -- S CONCRETE �BL�09C�K :7^rr - -±� r + Io i �7iSL ' � ` R.R = RAILROAD IRON FOUND s M.A.G.J. = MAG NAIL SET i C.M.F. = CONCRETE MONUMENT FOUND P.K.S. = P.K. NAIL SET TYBEE ISLAND SHORE PROTECTION LINE D.N.R. LANDWARD DUNE LINE ,, xXw CONCPETE SEAW E�a Id STONE LL D.N. EAf WARIId DUNE LINE S 70'16'28' 69.45' Kla K.s� !NE 10' EASEMENT (PORTION OF 20' PRIVATE ROAD) tY 189.76' 17.58' Z w o- D.N.R. PIN FLAG (TYPICAL) -� I STATE OF GEORGIA-. ;DICTIONAL AREA) CHATHAM CDUIJ T Y L AREA S.F. 3,704 o S.F. 944 PLAT OF LOT `g OF A SUBDIVISION OE SHE REIM -A NNG -RORTIC�1� OF BEACH LOT 111, WARD 5, KNOB? 4 AS `40 2 l 8th PLACE, TYBEE ISLAND, GEORGIA. ' ;ODE 0 R 1 EDWARD 4' A }D MA A R j' jjj {q AND 11BEE CODE BREAKAWAY DATE OF SURVEYiJULY 28, 2004 URRICANE STANDS DATE OF PLAT; JULY 28, 2004 (REVISED SEPTEMBER 7, 2007) DJACENT GRADE SCALEi 1 "= 30' 0' 30' S0' -RT BARIETT, - -''. L� 'yD St - VEYit' -, F:C :L5 RUNNER ROAD SAVANNAH GA, 31410 9_2) 897 -066_