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11-0558 Justice_1of3
CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 03.01.2012 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 #: 110558 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME GEORGE JUSTICE CONTACT ADDRESS 312 LAKESHORE DR CONTACT CITY STATE ZIP SAVANNAH GA 31419 -9440 PROPERTY ADDRESS 1201 MILLER AVE APPROVED BY: Ot,,, S ,.._, P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Permit No. City of Ty..ee Island • Community Developn_ _nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 I— Q S Date Requested ' Z 9 -/ 2- I Owner's Name 'C7'7) IELN um INTERNATIONAL CODE COUNCIL' MEMBER Date Needed n Gen. Contractor t,i n4" IA � 0 ✓ S Subcontractor Contact Information S-C 34+ -� Z ' / V2-7 Project Address 12 0 I [ Vi (1 ex- ve Scope of Work ev3 Inspector {,J . 0 +4 0 Date of Inspection q--Ig" Inspection t4A Pass 5 e Ak 5 Jo. rune c A, . v i, ; s -e I p o a . a yb J 14 S.ir v ---- G= I)v. GA. Fail EJ Fee Inspection Pass ❑ Fail Fee vy\.9A4S 4r e p 5 . Inspection Pass Fail 0 Fee d r . u = -7 s-e_Q- d Q sra M Inspection Pass ❑ Fail ❑ Fee U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name George Justice Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1201 Miller Avenue Company NAIC Number City Tybee Island State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) lot 204, ward no. 4 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 31 deo 59.925 min Long. W 80 deg 50.998 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) n/a sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in d) Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage n/a sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number Tybee Island 135164 B2. County Name Chatham B3. State GA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 13051 C0326F F Date Effective /Revised Date Zone(s) AO, use base flood depth) 9/26/08 9/26/08 AE 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones 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. Use the same datum as the BFE. Benchmark Utilized localVertical Datum NAVD 1988 Conversion /Comments Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 18.2 ® feet b) Top of the next higher floor n /a. ® feet c) Bottom of the lowest horizontal structural member (V Zones only) n /a. ® feet d) Attached garage (top of slab) n /a. ® feet e) Lowest elevation of machinery or equipment servicing the building 17.3 ® feet (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.5 g) Highest adjacent (finished) grade next to building (HAG) 8.0 h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7.5 structural support ® feet ® feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 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. / certify that the information on this Certificate represents my best efforts to interpret the data available.! 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 J. Whitley Reynolds License Number 2249 Title Company Name J. Whitley Reynolds, Land Surveyor Address 636 S hen on Ave.. , City Savannah, Signature State GA ZIP Code 31405 Date 2/28/12 Telephone 912- 352 -0464 FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the c ,sponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1201 Miller Avenue City Tybee IslandState GA ZIP Code 31328 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.e) = NC pad Signature Date 2/28/12 ❑ Check here if attachments SECTIO I, BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is El feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet El meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 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. 1201 Miller Avenue Policy Number City Tybee Island State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 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, following. Front View February 28, 2012 a Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1201 Miller Avenue Policy Number City Tybee Island State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." Rear View February 28, 2012 City of Tyuee Island • Community Developn it Dept. Inspection Report 403 Butler Ave. • P.Q. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. Date Requested 7 7.7 / Owner's Name Date Needed Z/? Gt /2 Gen. Contractor . i 72 Subcontractor Contact Information x"1-7 Z i, 2 7 INTERNATIONAL CODE COUNCIL MEMBER Project Address .a . i i'.7 , I lz.,-_--._;:_:_ Scope of Work ins & :: . Inspector '-.2/q Date of Inspection ' V/1 Inspection - re Pass 0''- Fail El Fee Inspection Inspection Lt - 1'- Pass Fail ��'j Fee LICJ U Pass j; j( Fail Fee Zvi 15.A,J oF- F�'- '�f'`7 Inspection Pass ❑ Fail ❑ Fee City of Tyuee Island • Community Developn.nt Dept. Y 1 '3")4.‘ Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tyuee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 itio h, INTERNATIONAL CODE COUNCIL MEMBER Permit No. -0 5 S 1< Date Requested 2 24-i Owner's Name �v •<_ e) Date Needed 2 - Ti -1 2_ Gen. Contracto rQ n`- � e 5 Subcontractor Contact Information .-.C- 9 44- a 0- t s' 27 Project Address 2 pi /4\ ', I I es Pe Scope of Work t? S Inspector Date of Inspection Inspection , n C? ( \ n C . Pass e C7 Fail p-7-00).7.) E ! ?( T` ( , J).3 , ec � L: fr c-211 _ (_-;4, .. 47-E.---1.- c4--L. C,J a= ,) 6 (J�/ 14 U V + -S,-D (-7,:o T.,, T _. r 2s-- 0-0x- , �tii ›� k), IYiy DinJICra v- 4)i'.I'G 011 :,../�', Ll �% _ ii, -'L, 1.46, A.2c/i am, v i �•vA�i Inspection "�• r' al yY112 (An . - - i �00 0f.. Inspection O TA en S. n-+ Inspection al b I ?)- - Pass Fail Fail n Fee Pass ❑ Fail e Dianne Otto From: Brian Grant [cbgrant @hotmail.com] Sent: Monday, February 27, 2012 2:30 PM To: Dianne Otto; Brian Grant Subject: Email 2 of 2 1 1"1"V � FEB 2 9 2011 BY:..... 2 '1") 1 11 DATE ISSUED: 02/29/2012 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING NEW RESIDENTIAL BLDG - SF 1201 MILLER AVE GEORGE JUSTICE 312 LAKESHORE DR SAVANNAH GA 31419 -9440 912 -596 -3872 GRANT HOMES INC PO BOX 735 RICHMOND HILL GA 31324 1120 P $5,774.40 $160,000.00 PERMIT #: 110558 TOTAL BALANCE DUE: $ 137.50 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Phone (912) 395 -7262 email: dkdbus(Wgmail.com INVOICE February 29, 2012 Diane Otto City of Tybee Island P.O. Box 2749 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: RE: 1201 Miller Avenue Scott Grant Invoice #21103902 Tybee Island, GA 31328 parMYM1 Q 201 02- -12 0.75 hours Site visit with Mark Boswell, sequest meeting on site with Mark Boswell, GC and Landscape Subcontractor and final visit late 02 -28 -12 0.75 hours @ $175 $131.25 Total Due This Invoice Based on my observations and experience, within the scope of my services, to the best of my knowledge and belief, this project is within substantial acceordance with the Land Development Code of the City of Tybee Island. 3 -1 -12 acige -A yeS rdol 61 -0 SS"6 AP BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 --6932 LAHBOS@BELLSOUTH. NET February 28, 2012 Diane Otto Planning and Zoning Department Tybee Island, Georgia Re: George Justice Project Scott Grant Construction Corner of 6th Ave. and 12 th. Street Tybee Island, Georgia Diane, FEB ,3 g 1012 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 including final stabilization. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897 -6932, fax to 897 -2287 or e -mail to lahbos@bellsouth.net. Sincerely, Mark Boswell effla:<<.1 ��ow Address: Georgia Residential Energy Code Compliance Certificate* Builder /Design Prof.: Envelope Summary: • List the R -Value for the following components: Flat ceiling /roof: Exterior wall: Attic kneewall: Basement stud wall: Crawlspace stud wall: Foundation slab: Cantilevered Floor: • Fenestration Components: Window U- factor: Skylight U- factor: Glazed Door U- factor: Permit #: Phone: Sloped /vault ceiling: Above grade mass wall: Attic kneewall sheathing: Basement continuous: Crawlspace continuous: Floors over unconditioned space: Other insulation: Window SHGC: Skylight SHGC: Opaque Door U- factor: ( <50% glazed) • Building Envelope Tightness (BET): BET test conducted by: Phone: Fan Flow at 50 Pascals= CFM50 Total Conditioned Volume = ft3 ACH50 = CFM50 x 60 / Volume= ACH50 (must be less than 7 ACH50 ) Low Rise Multifamily Visual Inspection Option (The visual inspection option may be conducted by a third -party instead of the BET test for R -2 buildings only.) Visual inspection conducted by: Phone: Mechanical Summary: Water Heater Energy Factor: Ef Fuel type: ['Gas ❑ Electric ❑ Other Number of Heating and Cooling Systems: Heating System Type: ❑ Gas: AFUE ❑ Air - Source Heat Pump: HSPF ❑ Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): Cooling System Efficiency: ❑ SEER ❑ EER ❑ Other Heating /Cooling Load Calculations Performed by: Phone: Total Heating Load (Based on ACCA Man. J or other approved methodology): Btu /h Total Cooling Load (Based on ACCA Man. J or other approved methodology): Btu /h Cooling Sensible Load: Btu /h Cooling Latent Load : Btu /h Total Air Handler CFM (based on design calculations): , CFM Duct Tightness Test Conducted by: Phone: CFM25 per 100 ft2 of conditioned floor area = CFM25 x 100 / Conditioned floor area served If all ducts are not located within conditioned space, builder must verify that either the postconstruction duct leakage to outdoors (PCO) is <_ 8 %, the post construction total duct leakage (PCT) is <_ 12 %, or the rough -in total duct leakage (RIT) with air handler installed is <_ 6 %. State which method was used to conduct the duct tightness test: duct blower (DB), modified blower door subtraction method (MBDS), or automated multipoint blower door (AMBD). System Method (DB, MBDS, AMBD) Test (PCO, PCT, RIT) CFM25 Area served (ft2) Result (%) 1 2 3 *Note: This permanent certificate shall be posted on or in the electrical distribution panel or air handler. Certificate shall be completed by the builder or registered design professional. Where there is more than one value for each component, certificate shall list the value covering the largest area. C5/63onle ainorgy aating- 33plem hi ciji hereby/WO/lid onathan rjoadma7i 67;7 nyo-tmilkin ajnipkikin repirenicnis how ener(g; &der fraillillef elS set k-rth bcv / Caxergp CRinguard a-ca-Jrdifice: with dir c_NiCono al-.)vston (A3" temalaTdc: Allison A. ailes III, PhD President, Energy Vanguard 'y energy IN vanguard 9 February 2011 Date NONCONVERSION AGREEMENT FOR STRUCTURES IN THE FLOODPLAIN Building Permit Number Address of Property f LQ I ' I le f Ave PIN j 1 lr V� L V P1Cf TP Li- 2-04{ ; JjGf4 f0, 41 �Pe Tr /c.� rf A _ (30SiCO3 (oF FIRM Zone A BFE feet (NAVD) Panel Number , effective date 9 /2_ /08 Property Owner(s) Cle0ry Contractor (2 J 17. C In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood - resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood In ance Program due to its location in a Special Flood Hazard Area. 6. at any variation in beyond what is permitted shall constitute a violation and be abatable, as eu h. i Signature P vo afore of Prop Date a ( -� _ `: r, co wne 7-2o . J&If /IC-t— -3 71 ter' rr > ?J Date f' fV C=7 Printed Name o Property Owner Signature of Property Owner Printed Name of Property Owner STATE OF GEORGIA COUNTY OF CHATHAM -1 I hereby certify that on this o5�) day of Iebvu a ry , 20 1 a , before me, a Notary Public of the State of Georgia, personally appeared & eor9e (-• Sc.t.5-4 _a, I 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 wi�s whereof, I have set my hand and Notarial Seal. , known to me, or satisfactorily proven to be NOTARY yl My Commission expires on ANDREA L. BYINGTON Notary Public, Chatham County, GA My Commission Expires April 14. 2015 WITNESS SIGNATURE Printed Name Address PO (Seal) Note: A Nonconversion Agreement must be used whenever an enclosed structure or portion of a structure is built or substantially improved within the 100 year Floodplain below the Base Flood Elevation. A Nonconversion Agreement must satisfy all of the above conditions and requires proper recordation in the land records of Chatham County, Georgia. 1201 Miller Ave. Tybee Island, Georgia 31328 Due to unprotected foam insulation installed in attic, NO STORAGE is allowed in attic. Entry to attic is for service of equipment only. George Justice, homeowner � 2� date go/ Dianne Otto From: Brian Grant [cbgrant @hotmail.com] Sent: Tuesday, December 06, 2011 1:51 PM To: Dianne Otto Cc: Scott Grant Subject: FW: tybee factors Dianne, Please see email below from Howard Lumber on the questions from Ray this morning. Brian Grant Grant Homes Inc. cell 912.507.8657 fax 912.727.9020 cbgrant@hotmail.com www.granthomesinc.com From: Scott Grant <scottgrant33@gmail.com> Date: Tue, 6 Dec 2011 13:44:53 -0500 To: Charles Grant <cbgrant@hotmail.com> Subject: Fwd: tybee factors Please email to Tybee inspect Scott Grant (912) 220 -9827 scottgrant33 @gmail.com Sent from my iPhone 4S Begin forwarded message: From: DALE HAMPTON < dale .hampton @howardlumberco.biz> Date: December 6, 2011 1:32:12 PM EST To: "scottgrant33 @gmail.com" <scottgrant33 @gmail.com> Subject: tybee factors Reply -To: DALE HAMPTON < dale .hampton @howardlumberco.biz> 3/0 8/0 carries a .45 u- factor and .39solar heat gain 3/6 8/0 carries a .44 u- factor and .28solar heat gain neither door is DP rated Dale Hampton, Howard Lumber Co., (912- 313 -3012) dal e.hampton@howardlumb erco.biz From:CITY OF TYBEE ISLAND 912 786 9539 10/1"'2011 15:30 #080 P.001 /001 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Grant Homes, Inc. Residence Energy Code: Location: Construction Type: Conditioned F oor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 1201 Miller Avenue Tybee Island, GA Georgia Residential Code Tybee Island, Georgia Single Family 1120 ft2 18% 1851 2 Owner /Agent: Grant Homes Inc. Richmond Hill, GA Designer /Contractor: Rhett Ball Savannah, GA DID IA.1. Compliance Passes on UA trade -off Compliance 22.1% Better Than Code Maximum UA: 331 Your UA: 258 The % Behar or Worse Than Code index. reflects how close to compliance the house is based on oode tradeetl Rites It DOES NOT provide en estimate of energy use or cost relative to a minimum-code home. Maximum SHGC: 0.40 Your SHGC: 0.30 Assembly Gross Cavity Cont. Glazing Area or R -Value R -Value or Door Perimeter U- Factor U A' Ceiling 1: Flat Ceiling or Scissor Truss Wall 2: Wood Frame, 16" o.c. Window 1: Vinyl Frame :Double Pane with Low -E SHGC: 0.30 Door 1: Solid Door 2: Glass SHGC: 0.30 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Haat Pump 1: Air Source 7.7 HSPF, 13 SEER Compliance Statemen calculations submitt requirements in Name - Title Minimum R -Valu Basement and Crawl Wa Attic Kneewall Wall Cavity Mass Walls Roof /Ceiling Floors over unheated space 1120 1161 190 19 19 30.0 19.0 1120 0,0 0.0 0.0 19.0 0.500 39 56 95 0.500 10 0.500 10 48 esign described here is consistent with the building plans, specifications, and other The proposed building has been designed to meet the Georgia Residential Code with the ma .n :. ' : L listed in the RESdredr Inspection Checklist R -13 R -5 R -19 R -13 Maximum Glazing Requirements: Windows /Glass Door U- Factor = 0.65 with maximum SHGC = 0.40 Project Title: Grant Homes, Inc. Residence Data filename: C: \Documents and Settings \H P_Administrator\My Documents \REScheck \grant1styoffg.rck OCT- 13 -2 011 15:511 912 7fF, q - q qd`< Date Report date: 09/15/11 Page 1 of 1 P G11 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Grant Homes, Inc. Residence Energy Code: Location: Construction Type: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 1201 Miller Avenue Tybee Island, GA Georgia Residential Code Tybee Island, Georgia Single Family 1120 ft2 18% 1851 2 Owner /Agent: Grant Homes Inc. Richmond Hill, GA Designer /Contractor: Rhett Ball Savannah, GA Compliance: Passes on UA trade -off Compliance: 22.1% Better Than Code Maximum UA: 331 Your UA: 258 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Maximum SHGC: 0.40 Your SHGC: 0.30 Assembly Gross Cavity Area or R -Value Perimeter Cont. Glazing UA R -Value or Door U- Factor Ceiling 1: Flat Ceiling or Scissor Truss Wall 2: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Door 1: Solid Door 2: Glass SHGC: 0.30 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Heat Pump 1: Air Source 7.7 HSPF, 13 SEER 1120 1161 190 19 19 1120 30.0 19.0 0.0 0.0 0.0 19.0 0.500 0.500 0.500 39 56 95 10 10 48 Compliance Statemen esign described here is consistent with the building plans, specifications, and other calculations submitt "with �t� • . tio�, The proposed building has been designed to meet the Georgia Residential Code requirements in - i:4� :rslon 4.4.1 to y with the mand req i - . listed in the REScheck Inspection Checidist. Name - Title Minimum R -Valu Basement and Crawl Wa Attic Kneewall Wall Cavity Mass Walls Roof /Ceiling Floors over unheated space 8 R -13 R -5 R -19 R -13 Maximum Glazing Requirements: Windows /Glass Door U- Factor = 0.65 with maximum SHGC = 0.40 Project Title: Grant Homes, Inc. Residence Date Report date: 09/15/11 Data filename: C: \Documents and Settings \HP_Administrator \My Documents \REScheck \grantlstyoffg.rck Page 1 of 1 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Grant Homes, Inc. Residence Energy Code: Location: Construction Type: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 1201 Miller Avenue Tybee Island, GA Georgia Residential Code Tybee Island, Georgia Single Family 1120 ft2 18% 1851 2 Owner /Agent: Grant Homes Inc. Richmond Hill, GA Designer /Contractor: Rhett Ball Savannah, GA Compliance: Passes on UA trade -off Compliance: 22.1% Better Than Code Maximum UA: 331 Your UA: 258 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off mks. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Maximum SHGC: 0.40 Your SHGC: 0.30 Assembly Gross Area or Perimeter Cavity Cont. Glazing UA R -Value R -Value or Door U- Factor Ceiling 1: Flat Ceiling or Scissor Truss Wall 2: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Door 1: Solid Door 2: Glass SHGC: 0.30 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Heat Pump 1: Air Source 7.7 HSPF, 13 SEER 1120 1161 190 19 19 1120 30.0 19.0 0.0 0.0 0.0 19.0 0.500 0.500 0.500 39 56 95 10 10 48 Compliance State ' t: tAh- r = = ul g design described here is ccl4+sistent with the buiirapg plans, specifications, and other calculations sub ed • .li ' • n. The proposed building has been designed to meet the Georgia Residential Code requirements in ;' Version 4. s nd comply with the • • -. - - listed in the RESchedc Inspection Checldist Minimum R -Va Basement and Crawl Attic Kneewall Wall Cavity Mass Walls Roof /Ceiling Floors over unheated space R -18 R -13 R -5 R -19 R -13 Maximum Glazing Requirements: Windows /Glass Door U- Factor = 0.65 with maximum SHGC = 0.40 Project Title: Grant Homes, Inc. Residence Report date: 09/15/11 Data filename: C: \Documents and Settings \HP_ Administrator \My Documents \REScheck \grantlstyoffg.rck Page 1 of 1 January 9, 2012 & TRIM CORP. Grant Homes Inc 110 Great Oaks Way Richmond Hill, GA 31324 650 Hwy. 83 Monroe, GA 30655 Phone (770) 267 -4622 Fax (770) 267 -5997 (800) 899 -1739 This letter is to confirm that the single 3/0 x 8/0, Fir, 5001 door unit sold to Howard Lumber Company on sales order number # 977997 will meet a DP -47 rating when installed according to the manufacturers installation instructions. Sincerely, Steve Patrick Inside Sales Manager MANUFACTURER STIPULATES CONFORMANCE TO TUCKER IOOR & TRIM Ga /7-4/ mil. /�� REScheck Software Version 4.4.2 Compliance Certificate Project Title: Grant Homes, Inc. Residence Energy Code: Location: Construction Type: Building Orientation: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 1201 Miller Avenue Tybee Island, GA 2011 Georgia State Minimum Standard Energy Code Tybee Island, Georgia Single Family Bldg. faces 90 deg. from North 1120 ft2 15% 1851 2 Owner /Agent: Grant Homes Inc. Richmond Hill, GA Designer /Contractor: Rhett Ball Savannah, GA Compliance: Passes using performance alternative Compliance: 3.1% Better Than Code Assembly Gross Cavity Area or R -Value Perimeter Cont. Glazing UA R -Value or Door U- Factor Ceiling 1: Flat Ceiling or Scissor Truss Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Front Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Front Door 1: Solid Orientation: Front Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Right Side Window 2: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Right Side Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Back Window 3: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Back Door 2: Glass SHGC: 0.30 Orientation: Back Wall 4: Wood Frame, 16- o.c.:Not Attic Kneewall Orientation: Left Side Window 4: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Left Side Heat Pump 1: Air Source 7.7 HSPF, 13 SEER 1120 1120 280 64 30.0 0.0 39 0.0 19.0 48 19.0 0.0 12 0.500 32 19 0.500 10 400 19.0 0.0 21 56 0.500 28 280 19.0 0.0 14 20 0.500 10 19 0.500 10 400 19.0 0.0 22 40 0.500 20 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has be 1 ±':; "i. -. et the 2011 Georgia State Minimum Standard Energy Code requirements in REScheck Version 4.4.2 and to comp �. . =y��. . uirements listed in the REScheck Inspection Checklist. i L41 ie N.. 3868 Project Title: Grant Homes, Inc. Residence Data filename: C: \Documents and Settings \HP_Administrator\My Documentts EtSkk,aff Report date: 01/08/12 Page 1 of 2 Name - Title Signature Date Project Title: Grant Homes, Inc. Residence Report date: 01/08/12 Data filename: C: \Documents and Settings \HP Administrator \My Documents \REScheck \grantoffg2.rck Page 2 of 2 REScheck Software Version 4.4.2 Compliance Certificate Project Title: Grant Homes, Inc. Residence Energy Code: Location: Construction Type: Building Orientation: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 1201 Miller Avenue Tybee Island, GA 2011 Georgia State Minimum Standard Energy Code Tybee Island, Georgia Single Family Bldg. faces 90 deg. from North 1120 ft2 15% 1851 2 Owner /Agent: Grant Homes Inc. Richmond Hill, GA Designer /Contractor: Rhett Ball Savannah, GA Compliance: Passes using performance alternative Compliance: 3.1% Better Than Code Assembly Gross Cavity Area or R -Value Perimeter Cont. Glazing UA R -Value or Door U- Factor Ceiling 1: Flat Ceiling or Scissor Truss Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Front Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Front Door 1: Solid Orientation: Front Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Right Side Window 2: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Right Side Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Back Window 3: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Back Door 2: Glass SHGC: 0.30 Orientation: Back Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Left Side Window 4: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Left Side Heat Pump 1: Air Source 7.7 HSPF, 13 SEER 1120 1120 280 64 19 400 56 280 20 19 400 40 30.0 0.0 19.0 19.0 19.0 19.0 0.0 19.0 0.0 0.0 0.0 0.0 0.500 0.500 0.500 0.500 0.500 0.500 39 48 12 32 10 21 28 14 10 10 22 20 Compliance Statement: The proposed building design described here is consiste calculations submitted with the permit application. The proposed building ha Standard Energy Code requirements in REScheck Version 4.4.2 and to c Inspection Checklist. Project Title: Grant Homes, Inc. Residence building plans, specifications, and other eet the 2011 Georgia State Minimum equirements listed in the REScheck N 3 ^53 L; Data filename: C: \Documents and Settings \HP_Administrator\My Docum- oheck\gr'dntgfe .rck ((ef(2- Report date: 01/08/12 Page 1 of 2 Weed: l 2-J I (rifuriarfor, on :Asy a ) ft;tia c A 5: a` fr4; 014;04i-v:c.\:c,;:cr3cse‘er,/ U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name George Justice Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1201 Miller Avenue Company NAIC Number City Tybee Island State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) lot 204, ward no. 4 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 31 deq 59.925 min Long. W 80 deq 50.998 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) n/a sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in d) Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage n/a sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Tybee Island 135164 Chatham GA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 13051 C0326F F Date Effective /Revised Date Zone(s) AO, use base flood depth) 9/26/08 9/26/08 AE 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: El Construction Drawings* ® Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized IocalVertical Datum NAVD 1988 Conversion /Comments Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 18.2 ® feet b) Top of the next higher floor n /a. ® feet c) Bottom of the lowest horizontal structural member (V Zones only) n /a. ® feet d) Attached garage (top of slab) n /a. ® feet e) Lowest elevation of machinery or equipment servicing the building n /a. ® feet (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.5 g) Highest adjacent (finished) grade next to building (HAG) 8.0 h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7.5 structural support ® feet ® feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 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. / certify that the information on this Certificate represents my best efforts to interpret the data available.! 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 J. Whitley Reynolds License Number 2249 Title Company Name J. Whitley Reynolds, Land Surveyor Address 636 Steph Signature ite C City Savannah, State GA ZIP Code 31405 Date 12/8/11 Telephone 912 - 352 -0464 FEMA Form 81- , Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the c sponding information from Section A. Building Street Address (including Apt., Unit, Suite, acid /or Bldg. No.) or P.O. Route and Box No. 1201 Miller Avenue For Insurance Company Use: Policy Number City Tybee IslandState GA ZIP Code 31328 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signatu Date 12/8/11 ❑ Check here if attachments SECTIO4 E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 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. 1201 Miller Avenue Policy Number City Tybee Island State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 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, following. Front View December 8, 2011 Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1201 Miller Avenue Policy Number City Tybee Island State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." Rear View December 8, 2011 City of 'I ybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Iriseamrs INTERNATIONAL CODE COUNCIL' MEMBER Permit No. , /-- . 5 ` �; Date Requested ' r �� // Owner's Name (2577' ' �L.� Date Needed Gen. Contractor sl- ryl,'.'. �� �>� 4 Subcontractor Contact Information '57,774 Z Zr - ? c)Z 7 Project Address / ili/ /1,•LeZ, Scope of Work Inspector Date of Inspection Inspection�j,Y� �'� ��`. Pass [Er Fee Inspection Pass ❑ Fail Fee Inspection Pass Fail El Fee Inspection Pass ❑ Fail ❑ Fee City of 1 )..ee Island • Community Develop, .nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Mk% maw* Etr2=i-it INTERNATIONAL CODE COUNCIC MEMBER Permit No. Date Requested Owner's Name , Date Needed • / Gen. Contractor Subcontractor Contact Information Project Address ' / /if ,/,// Scope of Work Inspector Date of Inspection Inspection Pass 0 Fail Fee ,,,-- — .--.Jf,ii) --) ‘,/,‘__,:..,, _ - !. 2 , ii; :S/ )z.:- / /7/7---(2..);;)t ,Z. ri , A-1'3- j0 . 1), 7----it. ,:-;::2 /1/ ,/ .., 7._‘-,=.2 f_ z 1 l , - p /4,i,i/ ,>-..-_-• 4vz) Az,--ti -71 , , J g i 67 /1/,e /1/9,..-)/ 1_____ Inspection Pass Ej Fail El Fee kJ ,/z w4/A Inspection Pass El Fail Fee Inspection Pass Fail Fee RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR S74.3. FAX TO: Lynn Brennan 9-37 Phone 9124219F5W3* �Bori a. Po we r 3 0 (o • 2 Co yb 3o6-28os- d-a55 3 Qa- E-t, 34- 2 ep2S Location Address: /20/ Ni /AZ Lot # Release Date: / f 4/2- Type of Release: Temporary Permanent Subd Name: Electrician: / .,/ - %Poi7sait) Electrician Phone Number: 3/3 —48K Owner/Builder: Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: TX Result Report P 1 01/19/2012 13:57 Serial No. CM35228060004 TC: 311670 Destination Start Time Time Prints Result Note Georgia Power 01 -19 13:56 00:00:49 001/001 OK Note TMR: Timer TX. POL: Polling. ORS: Original Size Setting. FME: Frame Erase TX. MIX: Mixed Original TX. CALL: Manual TX. CSRC: CSRC. FWD: Forward. PC: Pc -Fax. BND: Double -Sided Binding Direction. SP: special original. FCODE: F -code. RTX: Re -TX. RLY: Relay. MBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- Full:Memory Full, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR O S A l' ' T T 1i - _-^ ^ , _ FAX TO: Lynn Brennan 4 Phonc 912 -� Eeor s : s i?o crt T .5 — - - ,..4‘.. 3 06- 2.5..:›S2.5..:›S-- / / — � ec -4-6/ s../S- 2 ts2.5"-- Location Address: .1.04j/ ryf, /��¢_.0 Lot # Release Date: / /.9/R - -Type of Release: Temporary `Permanent Subd Name: Electrician: ��l F 7../ bww ,p.S.6J Electrician Phone Number: ....3.-/,-.3 — OwnerBuilder: - Phone Number: -98 2.g Location Address: - Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Pbonc Number: Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: CITY OF TYBEE ISLAND WATER METER PICKUP DATE ISSUED: 01/04/2012 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 ONE METER - NEW RESIDENTIAL BLDG - SF 1201 MILLER AVE GEORGE JUSTICE 312 LAKESHORE DR SAVANNAH GA 31419 -9440 912- 596 -3872 GRANT HOMES INC PO BOX 735 RICHMOND HILL GA 31324 1120 P $5,636.90 $160,000.00 1 -INCH METER TOTAL BALANCE DUE: PERMIT #: 110558 $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org Permit No. Owner's Name City of 1. ae Island • Community Develop, nt Dept. Inspection Report 403 Butler Ave. • P.Q. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 W 0 ssg 17.) c_ Date Requested Date Needed 12- 07-11 INTERNATIONAL CODE COUNCIL MEMBER Gen. Contractor V a (+ 0 e 5 Subcontractor 5.-C% f� p Contact Information 'i"1" 2 2 0- 17 2 S' Project Address (Z + /II\ , (`QS' Ave . Scope of Work ho ( tr Inspector Date of Inspection Inspection (n ' U I A.+ i f‘ Pass F.?t'E Fee IVY Inspection Pass ❑ Fail ❑ Fee �i•� v ` l s 4if-0 Vet4o /we v►+ Z 0,0 N9i4het.eiz v.)/ '17-1W-I 6@ V.430 1 iZp FoAl' -► - S a%ti t.++as a..p ,� 31 odd Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City of TS .ee Island • Community Developn _nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL' MEMBER Date Requested 11- Owner's Name J Date Needed ` . - �i� - 1 Gen. Contractor Q r ,i+ i-L M25 Subcontractor Contact Information ?j( ,(2;Y'1 So —7— 3taS7 Project Address 12-0 1 /V\ i I 1 er Aved Scope of Work �(t,c,) S I 11 t Inspector Ili Date of Inspgction /2/4 k' e t-L j 1,0 ,.' ps,ar., Inspection r e. ,, se C c_ A- r ov II h elec. Pass Fail ❑ Fee Lt4, Inspection Pass Fail ❑ Fee C CZ. Inspection n )j\ p re, g. �' � pl e ,g. • Pass Fail Fee Inspection -Cr (1 m Pass ff Fail ❑ Fee r— vo—i—I,�G, r� �x,iLG���� � '�G�c. + Fri. -•J/,; u4�, Cit SC.s1SSrz Ci- 1 //1 { f-!- -4 YKK Quality inspires® Residential Products Division ST i G Vl RD` INSTALL THIS END UP IMPACT - RESISTANT WINDOWS Installation Instructions for YKK AP Double Hung Windows with Flange for Block Construction Flange Window into Block Construction 1. Close and lock the window to help keep it square. 2. Place the sill anchor plate on the pre -cast sill, and position it approximately 5/16" back from the outside edge of the buck. Shim to level if necessary and secure the sill anchor plate to the pre -cast sill with #10 x 2" Tapcon® masonry fasteners. See ®. 3. Run a bead of silicone caulk on the outside surface of the wood buck and pre -cast sill where the window flange will make contact. See ®. 4. Set the window into the opening from the outside so the flange makes contact with the outside surface of the wood buck and pre -cast sill. Make sure the sill anchor plate interlocks with the bottom of the window to assure integrity of sill under negative and positive pressure. See ®2 . 5. Center the window in the opening and check to make sure it is plumb and square. Take diagonal measurements to assure the unit is square. Opening the bottom sash approximately 1/2" will provide visual confirmation of proper setting — that the reveal between frame and sash (A &B) are equal the entire width. Shim as necessary between the rough openin and the window frame at pre - punched installation hole locations. See. 6. Secure the window in the opening through the pre - drilled holes in jambs and head using Tapcon® masonry fasteners. To access installation screw holes in the head, use a putty knife to remove snap in head cover. Replace head cover after screws are set. All fasteners must have at least a 1 -1/2" penetration into the masonry. See (Dand®. 7. From the exterior, caulk along the flange of the window to assure a watertight seal. 8. Operate the window to confirm proper installation. 9. Use fiberglass insulation to insulate the cavity between the window and rough opening. Caution: • Do not use expanding or spray -in foam products. Using these products will void the warranty. • If using brick or stone exteriors, leave a 1/8" gap from the window unit to allow for brick and mortar expansion. Use a backer rod and silicone caulk to seal the gap. • Do not use use brick wash after windows are installed. Doing so will void the window warranty. Picture Window 1. Remove installation screw track covers to expose the channel for installation screw locations. Seen. 2. -6. See steps 2 through 6 above. 7. Remove installation screw track covers to expose the channel for installation screw locations. Seen. 8., 9. See steps 8 and 9 above. ©2009 YKK AP America Inc. is a subsidiary of Q YKK Corporation of America. 6 A B A Must Equal B) Frame /Sash Reveal Masonry o Wood Buck #10 x 2° Tapcon Fastener Head 1 -1/2" , / r 1'� � I Flange Jamb /Head Snap In Head Cover Sill Pre -Cast Sill Sill Sill Anchor 4 ° #10 x 2" Tapcon Fastener a Mason Wory od Buck #10x2" Tapcon Fastener Screw Track Cover • r II 1 1 -,1/2, Jamb /Head Flange Jamb & Head SGB- Install 01 I Printed in U.S.A. 11,0-11 re s 0 I V ed Dianne Otto -p e r -D o n er From: Dianne Otto Sent: Thursday, December 01, 2011 4:43 PM 1— C .CSS To: 'Brian Grant' Cc: Steele Knudson; 'Downer Davis' Subject: FW: Tybee Island - Wilmington- 20111129- 00188.jpg Attachments: Tybee Island - Wilmington- 20111129- 00188.jpg; 212001 211039 1209 Miller Brian — see below and attachments. Please correct the problems immediately. I just left a voicemail to let you know this email is being sent. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Downer Davis [mailto:dkdbus@gmail.comj Sent: Tuesday, November 29, 2011 5:08 PM To: Steele Knudson; Dianne Otto Subject: Re: Tybee Island - Wilmington- 20111129- 00188.jpg 212001 211039 1209 Miller Avenue Grant Homes is listed at the GC. The person who appeared to be running the job was unable to understand me. Please advise the GC and Owner that the continued lack of maintaining the Sdl- Sediment Barrier will not be tolerated. I would like to reinspect it Thursday morning as I'll be away tomorrow. Additionally, I fing the dumpster location to reduce motorist safely as it blocks the view of persons turning to or from the part of 12th south of Miller. 1 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Tuesday, November 29, 2011 4:53 PM To: Steele Knudson Cc: Dianne Otto Subject: 212001 211039 1209 Miller Attachments: Tybee Island - Wilmington- 20111129- 00189.jpg While doing a couple of inspections this afternoon, I noticed something that ma interest others. 1) The Jon is located so that when the door opens, its at the edge of the road paveement. 2) The job trailer obstructs view of motorists trying to turn. 3) So does the dumpster shown in the E &S inspection photo. City of . _.iee Island • Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 - Fax 912.786.9539 Permit No. V " C S Date Requested I 1 -" I I - INTERNATIONAL CODE COUNCIL MEMBER r Owner's Name :-.).--.•(. Li Date Needed 11 - ' I I -i- P.ry,os k'e . 4.�, �(- Norr?Sa ^ El e c Gen. Contractor i(� n Subcontractor Contact Information if. e, --k-K Si 3- 0 g 7 Project Address 2 01 M ` ` e Scope of Work o. 3 .6 n I e) o r • 1 Inspector -2/ C7 Date of Inspection 1143 Inspection D. h -e_I e ..--` Pass EJ Fail El Fee (,,o. ,i*.J.xii ,-Jc_ r ,,J4T-1,,,)c..1z., JA _)1,-... c,... Oi_K,L-_..),-).3z,4.--r) 20"l \ rJ / 4 r ► =, ii -rte p 1 �ii - 4 /i) s C'? , ,q- /it, v -rz Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail U Fee Inspection Pass ❑ Fail ❑ Fee City of 1)—ee Island • Community Develop. nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER t - Permit No. C)35 Date Requested I 1- Li--1 1 Owner's Name ---07-7S-41 C. 0 Date Needed Gen. Contractor `a n-l- H 0 M S Subcontractor Contact Information SC 04± 2 ZD- 9g 27 Project Address I 2 0 1 /V\ I (lex Ave Scope of Work /n 2 Inspector ) 1 Inspection (\O .' pa e r n Pass Fee I - %n ' QtM, ilj Date of Inspection Inspection Pass ® Fail Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of lyoee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 / Permit No. I I - CAS ;� Date Requested I 0/Z411 i Owner's Name J� Date Needed I O S Gen. Contractor 1 ) t 5 Subcontractor Contact Information Project Address )2L 1 kk iirt-2. Scope of Work 1.17-t.4.43 S! J&fr-• Inspector INTERNATIUNAl CODE COUNCIL MEMBER Inspection Date of Inspection Pass // Fail • Fee Inspection Pass ❑ Fail Fee Inspection Pass E J Fail ❑ Fee Inspection Pass ❑ Fail Fee WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234 -0696 Fax (912) 233 -5061 Email: info@whitakerlab.net www.whitakerlab.net PERMIT # / )✓ & '5� FIELD COMPACTION /BEARING REPORT Project Location: / 0,I21 /Jr✓ 4✓tr # CC 7;,i4/19t ' �s>vnal Client: �J`iQ I`r V1r'4l j' /(7 rov)f 41Uf e-5 Date: /6-.Z0-// FOOTINGS: All tests have achieved a minimum of 95% standard /modified density All tests have not achieved a minimum of 95% standard /modified density All tests have achieved a minimum of at least 0%Qb Q PSF SUBGRADE: All tests have achieved a minimum of 95% standard/modified density All tests have not achieved a minimum of 95% standard /modified density REMARKS:-17;L Qo.Ur"1 (ijLf/'c/nt/174 *NOTE: Final results may vary slightly pending completion in the lab. INSPECTOR: 4-0 CJn-1- r' - City of Ty.,ee Island • Community Developt.__nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. 1- 0 S S g Owner's Name -7-7;S Date Requested Date Needed Qm INTERNATIONAL CODE COONCIL` MEMBER C - Gen. Contractor f aert" 1-to1/1'kQS Subcontractor Contact Information an 50'7- 3(0 S-7 Project Address ' A ` ` ve) rr Scope of Work f -Q �J • Inspector '7/ 9 Date of Inspection PD`' // Inspection 4 J tD (¢ Pass a 1 Fee O r Inspection Pass Fai Fee t Inspection Pass 0 Fail ID Fee Inspection Pass ❑ Fail ❑ Fee YATES -ASTRO TERMITE & PEST CONTROL CO. P.O. Box 23313 o. Vr1 MINI\fl1 Ir %.ALN/mL.ir -I J1 V 'TJ (912) 651- 9000 DAAT O )0ER F i 1 1 .Q CUSTOMER'S ORDER NO. PHONE MECHANIC HELPER STARTING DATE / / BILL TO i? 1 A. t,,,he., ' ORDER TAKEN BY ADDRESS MI DAY WORK CITY • CONTRACT • EXTRA )ATE COMPLETED / / JOB NAME A D LOCATION / ep (� k li a d NA , 1 i c/' f_'_. • TOTAL AMOUNT JOB PHONE ,ESCRIPTION OF WORK: ** PRETREAT ** SQ. FEET: \ L )°) C LINEAR FEET BLOCK VOIDS: LINEAR FEET INSIDE TRENCH: LINEAR FEET FOOTERS: 6 Do GAL. USED: 1 L 1� GAL. USED: GAL. USED: GAL. USED: 1"1 0 TOTAL GALS. O " 1 DEPTH OF FOOTER INSIDE: 1 2 3 4 DEPTH OF FOOTER OUTSIDE: CRAWL: LA TYPE OF SLAB: N.A \p CHEMICAL USED: Nrkk )c, TECHNICIAN(S): ��,.‘ S� TARGETED PEST: SUBTERRANEAN TERMITES RENEWAL: O1 No one home Signature Total amount due for above work: or I hereby acknowledge the satisfactory completion of the above described work. 0 Total billing to be mailed after completion of work TOTAL MATERIALS TOTAL LABOR TAX )ATE COMPLETED / / WORK ORDERED BY TOTAL AMOUNT $ No one home Signature Total amount due for above work: or I hereby acknowledge the satisfactory completion of the above described work. 0 Total billing to be mailed after completion of work RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO: Lynn Brennan 9-11444=3S-37 Phone 912-1449s5$63* , or43 ;a'Pouet- 30(0 -26.44,_ 306 -28os C0:4 34- 2 �2S II-o s�� Location Address: 12 0 I /A; I ` _J" Ave.. Lot # Release Date: SO ii off& _. Type of Release: Temporary Permanent Subd Name: 3 f 3 —O09S KQ , fk o ry Ts O," eIe c . Electrician Phone Number: Owner/Builder: f 0.trY (/ S Phone Number: 5-D7'3(c S 7 Electrician: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: o Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: TX Result Report P 1 10 /21 /2011 08:28 Serial N0. CM35228060004 TC: 283900 Destination Start Time Time Prints Result Note Georgia Power 10 -21 08:27 00:00:59 001/001 OK Note MIX: Timer Origginal_TX11CALL:CManual1TX. Original Size gFUWD:FForward. PC: PC -Fax. BM: LY: Double-Sided MBX: Confidential. : BulletiinC1SIP rSIPnFax.FIPADR:FIP Address Fax. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- Full:Memory Full, LOUR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND . FAX TO: Lyon Brennan 97 Phone 912�- Oct-14./ 3.4!- Z eZs cc. Z a. �o a of r' 11 —c> SS8 Location Address: 1 2 F ./14:1,l0_,-- Ave.. Lot # Release Date: / SQ &_j tD ( � Type of Release: \/ Tempor�ry n u Perm eat Sbd Name: 1!¢ ;4�-• -1-C,.o rv.TSa.� 1 c. Electrician: G Electrician Phone Number: / 3 —oS9S OwnerBuilder: �7 1i0.�4— Flo a Phone Number: ,-.5."7"-40'42.5.--.7 Location Address: Type of Release: Temporary Electrician: Lot # Release Date: Permanent Subd Name: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Type of Release: Temporary Permanent Sobel Name: Electrician: Lot # Release Date: OwnerBuilder: Electrician Phone Number: Phone Number: Permit No. City of l,.,ee Island • Community Develop. ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 J sue-- Owner's Name ff Date Requested I � � 1 - L- Q-) Date Needed Gen. Contractor GrO, ✓ 1 wAoS Subcontractor Contact Information r a in 53 7- C� co S7 Oa`\ Ninommzi INTERNATIONAL CODE COUNCIL' MEMBER Project Address Scope of Work Inspector Inspection j 2 3∎ /Vide I ej Aye) ()8-1 e Inspection SQ L.J ole) Glee. 313 -o 'SqS Date of Inspection Pass EJ Fail El Fee Inspection Pass ❑ Fail Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee DATE ISSUED: 10 -4 -2011 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF 1201 MILLER AVE GEORGE JUSTICE 312 LAKESHORE DR SAVANNAH GA 31419 -9440 912 -596 -3872 GRANT HOMES INC PO BOX 735 RICHMOND HILL GA 31324 1120 P $5,636.90 $160,000.00 PERMIT #: 110558 TOTAL BALANCE DUE: $5,636.90 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: azelup P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND \I'PI.ICATION FOR NEW CONSTRUCTION BUILDING PERMIT \\ -O t)51 Location: 1101 Aiaer ve NAME ADDRESS `." 2 .celA of building plans ✓ l copy of .survey showing ground elevcdion.c &,flood zone / l copy REScheck or COMcheck .$250 plan deposit PIN # TELEPHONE Owner Gee ors aAs +jct 3!i C. ckeit v -, e ay 0/t • 0k 07Z. Architect or Engineer Building Contractor n 1 � l Vet++ 1 4 1 , 4 1 e f PO ge/c 735, !Z.;clw.13..4 0;11101 4/Z .2 zv .9e zl (Check all that apply) New Construction Other Details of Project: A)Pry „ "s e Feh,��7 1 *'a 1I C-1 Residential Sc '(k Single Family n Duplex n Multi- Family n Commercial Estimated Cost of Construction: $ /(p0 j 000 Construction 1 ype I (Enter appropriate number) (1) Wood Frame (4) 1V[asonry (2) Wood& Nlasonry (5) Steel & Masonry (3) Brick Veneer Proposed use: SIB e idekic Remarks: (6) Other (please specify) ATTACH A COPY (I I'[ -[E CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units 1 # Bedrooms 2 # Bathrooms Z Lot Area Living space (total sq. ft.) 1 12.0 # Off - street parking spaces 2- Trees located & listed on site plan Y Access: Driveway (5 x 3 (11.) With culver '? /J With Swale? ' Setbacks: Front 20 Rear 10 0114 o Sides (L) 1cs (R) 10 # Stories 1 l- leight 3 0 Vertical distance measured from the average adjacent grade of the building to the exircme high point of the building, exclusive of chimneys, heating units, ventilation ducts. Liir conditioning units, elevators, and similar appurtances. During construction: On -site restroom I'ac i I i tics will be provided through Tor. y s 6o V, On -site waste and debris containers will be provided by i14 Icr,. Ives 4.e Construction debris will he disposed by 44. Ica,44 Wes 4e by means of 144u L 0 fJ- I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances. [TEMA regulations and all applicable codes and regulations. I understand that the lot must he 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 struction. Date: 4)1% Signature of Applicant: Note: A permit normally takes 7 to 10 business days to process. The following is to hr completed by City personnel: Zoning certification Approved rezonin "variance? Street address and number: New NFIP Flood Zone Is it in compliance with City map? If not, has street name and /or number been reported to MPC? FEMA Certification attached State Energy Code . \Itidavit attached Utilities and Public Works: Describe any unusual linding(s) Existing Access to buildinw site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement t 11 ice' Water /Sewer Storm /Drainage Inspections City Manager � e e 0 s: -V C1,,-(2- 44%4 - V8c gnature 1 ■2o 4"100: 1Z,o0D fa- FEES Permit Inspections 3 Water Tap ti Sewer Stub ff Aid to Const. 1 12 0 CC Recovery -2.0.3 TOTAL 5(.03(9'Q June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of del icicncies are in the two most basic and common BMPs on local projects. They are: Co — Construction I it Sd 1 — Sediment Barrier Correct installation inlOrmation can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603. telephone 706.542.3065, \‘ \kr \.,:3as cc.org, Georgia Soil and Water Conservation Commission; l,ltl,. iielcl manual Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling nee the stone delivered is the I.5 " -3.5" stone they requested. l have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation, I will no longer be accepting any de\ iation from the State requirements. The stone will be a representation of 1.5 " -3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface \\ it smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. 1 have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding. Where two rows are called for the ■ \\ ill be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to #2. higher cost to island taxpayers. 1 will be adhering strict l\ to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer Sian ture ontractor 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: /mi II e- Agi< Owner's Name: Geode Address: Contractor's Name: 61'0 4 140414 s- 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 build in` permit, I (owner /contractor) agree to construct /place the equipment above or up to the required finished floor elevation, which is stated below. BFE Acknowledged and agreed to this 1 I day of Se pi- , 20 It Ow er / 10 tractor 'iwnature DC vfd t-1 se4sm Owner / Contractor Printed Name ATE ENERGY CODE AFFIDAVIT Location of Work I2 is t Alf; Aye Owner's Name: (.a e i -p J I^ S 47C Address: 3tL C. ct. ✓c , GA 31`119 Contractor's Name: �� ►�c�.�- This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and a! reed by the undersigned owner of agent and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of feet with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. q /fig f 1, Owner's Si: iature / Date /// Owner's Prtnted Name Cv ti SC.v Contractor's Printed Name 'q//9/ 1 Date ��M 1 t f . C I T Y O r - Y B E E I S L A N D C O M M U N I T Y D E . . ; L O P M E N T D E P A R T M E N T P . O . B o x 2 7 4 9 4 0 3 B u t l e r A v e . , 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 ) 7 8 6 - 4 5 7 3 F a x ( 9 1 2 ) 7 8 6 - 9 5 3 9 W a t e r T a p a n d S e w e r S t u b A p p l i c a t i o n L o c a t i o n o f w o r k ( s t r e e t a d d r e s s ) 1 2 0 1 M i n g , / A v g C o n t r a c t o r G p c a . . 1 - 1 4 - 0 , g . . e 2 1 c . A d d r e s s o f c o n t r a c t o r ? U a v X 7 3 5 7 - 4 - c % + I r + e r d 1 . 4 1 1 C , 4 P r 2 5 1 C o n t a c t n a m e & t e l e p h o n e n u m b e r o f c o n t r a c t o r S 0 1 4 6 n 'r g . . # 2 2 - - S y 2 - 7 N a m e o f p r o p e r t y o w n e r G e u v f e J f e . " M a i l i n g , a d d r e s s o f p r o p e l t \ o w n e r 3 1 1 . ! _ e k e t % w . c , G 4 P i Y I r T e l e p h o n e n u m b e r o f p r o p e r t y o w n e r n L . 5 1 % . 7 8 7 2 D e t a i l s o f p r o j e c t S i o f ) e F C ' " " d R e s i d e n t i a l C o m m e r c i a l E n t e r t h e r e q u i r e d n u m b e r o f w a t e r t a p s / m e t e r s a n d t h e n u m b e r o f s e w e r s t u b s : W A T E R T A P / M F I E R S E W E R S T U B N u m b e r M e t e r N u m b e r S t u b o f T a p s S i t e o f S t u b s S i z e X I 1 - I . ' 2 " 1 4 " 6 " 8 U n a u t h o r i z e d u s e o f w a t e r p r i o r t o i n s t a l l a t i o n o f a w a t e r m e t e r i s p r o h i b i t e d . I n s t a l l a t i o n o f m e t e r s a n d l i n e s s h a l l b e t h e r e s p o n s i b i l i t y o f t h e o w n e r / c o n t r a c t o r . C o n t a c t t h e W a t e r / S e w e r D e p a r t m e n t a t ( 9 1 2 ) 7 8 6 - 4 5 7 3 , e x t e n s i o n 1 2 2 , f o r l i n e a n d t i e - i n l o c a t i o n s a n d f o r i n s p e c t i o n s . C o n t a c t t h e C o m m u n i t y D e v e l o p m e n t D e p a r t m e n t a t ( 9 1 2 ) 7 8 6 - 4 5 7 3 , e x t e n s i o n 1 3 6 , t o a r r a n g e p i c k u p o f a m e t e r . I t i s t h e r e s p o n s i b i l i t y o f t h e o w n e r t o e s t a b l i s h a w a t e r / s e w e r a c c o u n t w i t h t h e C i t y . A n a p p l i c a t i o n a n d d o s i t a r e r e q u i . C o n t a c t ( 9 1 2 ) 7 8 6 - 4 5 7 3 , e x t e n s i o n 1 1 0 . t l s T i - c C o n t r i c t i , s i g n a t u r e . 1 ) 0 4 4 0 f c v t ' f c - C o n t r a c t o r p r i n t e d n a m e 1 1 1 t , D a t e 4 1 1 1 1 1 1 D a t PERK. FOR INFRASTRUCTURE ALTERATIC Location of Work:: 12- o I Aline,- 4 ve Owner's Name: 640 .54 niL S tc e Address: A)/r4- Contractor's Name: re J- 1'6.11 C$ �s+e NOTE: Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins. or other elements of the City's infrastructure, requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to full\ comply with such provisions. Description of alteration: AJevJ Coh5+rt cfrb. -% A sketch or drawing must he attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Cer fication: I hereby acknowledge the above requirements, and certify that l will perform the above d rrihed alterati n accordance with these provisions. 1 _.ice Owner's Signature Owner's Printed Name Contractor's Signature Contractor's Printed Name Date Date API'ROVAL Zoning Date Builcliiig/Cocle Date Water /Sewer Date Drainage Date CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: 1241 ,4J1 ���� l� ✓-� Owner's Name: Ge4y e. 3 s+► ce Address: 32-? LckerLvs. CIA pm iC Contractor's Name: ►-a.- )- 1-4 • r+es 4.}•c 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 this 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. Owners Sibnature 6 eo e- G Ja�1;t(- Ovnci s 1 tinted Nagle Con rue is Sr-ature D e v i c) Sc. 41 G•- Contractor's Printed Name Date Qi Date Witness's Signature D Witness's Printed Name at CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: 12-0 1 ✓-t Owner's Name: 6eu use "514s +i v+ Address: 32i . SIAM, GA iiq is Contractor's Name: GrG,.,+ )"-L List the company name. business type, address, license number, contact person and phone number of all participating subcontractors. 1. Compare kb+,l, ;,,5 Business Type *N$N1 Address it-. col, 6 License Number 44.17 2og5os Contact Person COC4rc►, Ci►r;s Phone Number 9i2 . 18 8 - v oS� 2. Company Gj e rc l d s J ecAL.s Business Type Y c License Number Phone Number +'it . ,7/3. 5.064, Address Pc&ih.00ad O;J), GA Contact Person /V/c.k 3. Company AlaSk f /4' 'h. it A (Id ress 12_id r.• 64 Business Type b /e c .h-.. 14;11 C, 4 License Number EN 006 ti 733 Contact Person ec44 Ay 51,i er Phone Number 9ia.. 6 SG - S24'o 4. Company C4. a . I. a e \ec • Business Type Address License Number Contact Person Phone Number 313 - O 3-R5- 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. Dianne Otto From: Dianne Otto Sent: Tuesday, October 18, 2011 3:05 PM To: 'Brian Grant' Subject: FW: 1201 Miller Attachments: 1201 Miller Ave. Brian, Below is a comment from the City's consulting engineer after inspection of the BMPs at 1201 Miller Avenue. Though you may proceed with working, please let me know when the sediment barrier is ready for reinspection. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Downer Davis [mailto:dkdbus @gmail.comj Sent: Tuesday, October 18, 2011 2:47 PM To: Dianne Otto Subject: 1201 Miller BMP's are acceptable with one exception. The southwest corner is not trenched in. This is maintenance and they may proceed. 1 Dianne Otto From: Dianne Otto Sent: Tuesday, October 18, 2011 10:16 AM To: 'Downer Davis' Cc: 'Brian Grant' Subject: 1201 Miller Ave. Downer, Brian Grant (507 -8657 and copied on this email) of Grant Homes has requested a BMP inspection for 1201 Miller Avenue. A new single - family dwelling will be constructed at the site. Please let me know the results of the inspection. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 1 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc a(�bellsouth.net INVOICE September 27, 2011 Diane Otto City of Tybee Island P.O. Box 2749 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: RE: 1201 Miller Avenue Scott Grant 09 -27 -11 Invoice #21103901 Tybee Island, GA 31328 BY: ..... _... _..... . 0.5 Site visit, plan review and concurrence Additional site visits and meetings with staff 0.50 hours @ $175 = $87.50 Total Due This Invoice 3 10- 4- n • added -4-0 3P 11 -o55SS "I-0 AP DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc a(�bellsouth.net W I September 27, 2011 l} 5l ) _ Steele Knudson Planning & Zoning Manager City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 RE: 1201 Miller Avenue Scott Grant Dear Mr. KtM a 1: We have reviewed the plans on the above referenced site by Boswell Design Services received by the City last week. This review is only for drainage improvements for development of the site. Any comments related to setbacks, density, zoning, trees, etc... are for consideration only by City Staff involved is such reviews. We have not attempted to duplicate the work of the Planning Commission or City staff. I offer only the following observations: (,,k-4. T rl<S 1) The cut of around '/2' in near proximity of the City's trees in Miller Avenue may conflict J with surface roots. I recommend a field meeting be held with the Director of DPW prior L); Is 9 h to grading as some shifting of the swale route may be preferred by the City. g(o-y S'73 e nveway on 12th does not have the dip that wou normally be provided across a x 1 3 Z swale. However, as the drive appears to be located at a high point it will not be required and 1 concur with the driveway grades proposed by the Engineer. To the best of my knowledge and belief, it is my opinion that this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project 'pro 0%dt-A 441 t_41041-0,-.-1-, °Aso jrtc. \u Sect Era 5'.ov,C - ro\ -Co r R-o m11-) 2U ,Ia-e.rs Sincerely, Downer K. Davis, Jr., P.E. President ev-c e-c Boswell 2100390B APPLICATION FOR LAND DISTURBING PERMIT Applicant s `t CL Phone Number cil2-- Applicant's Address t 4 Ct ?. i SITE DEVELOPMENT PLAN APPLICATION Applicant�� - -�c`c Phone Number 117 g-2-0 `iYavi Applicant's Address 1 j 4 C2-#-r 0 M s �Ai � irk � -, ►�d� Property Owner ce O Property Owner's Address Phone Number . 31321 Project Address /Location IZO\ PULA --t 4t1 PIN 4 - DeO-L - - D I Zoning District . 2 Provide a brief description of the proposed land development activity and use of land thereafter on property: °,v k�%t_ S C-LOc -t U 21 List the company name, business type, address, license number, contact person and phone number of all participating contractors (include surveyor, engineer, architect, installer, developer, etc.) 1. Company 13 -- 6E> c4t- Business Type EP -0 1.3 Address 1� License Number 2.-5 3 t 2- vF�N�.��,4t� etA- 31410 Contact Person Yuk(?-X_ W > Phone Number S 1 . (09 3 Z- 2. Company Business Type Address License Number Contact Person Phone Number 3. Company Business Type Address License Number Contact Person Phone Number 4. Company Business Type Address License Number Contact Person Phone Number 5. Company Business Type Address License Number Contact Person Phone Number 6. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. I attest that all the information provided is true to fact. jAct,, 1 (Of.. S. C . `i - y, - t' Applicant's Signature Date * * * * * * * * * * * * * * * * * Project File Number ATTESTED Zoning Administrator Date SITE DEVELOPMENT PLAN CHECKLIST The site development plan shall include, but not be limited to, the following: The location, size and other pertinent data of all land uses on the site including types, location and height of buildings, parking, open areas and landscaping. Dimension setback lines from property lines and street right -of way lines. Adjacent thoroughfares and all curb cuts within 500 feet, including: Proposed new cut(s) onto public rights -of -way with turning radii and width; and Dimensions of all rights -of -way. Drainage plan to conform to City Engineer's specifications. Location of all utilities. Tabulated data including at least: Gross density of dwelling units. Parking ratio per dwelling unit. Percent and amount of land coverage. Percent and amount of floor area by use and by type. Topographical map showing existing and proposed contours at one -foot intervals and natural features. THE PLANNING COMMISSION MAY REQUIRE ELEVATIONS OR OTHER ENGINEERING OR ARCHITECTURAL DRAWINGS COVERING THE PROPOSED DEVELOPMENT. Apr 13 09 10:49a Coastal Georgia RC &D Coun 9124592071 P.3 Narrative Notes and Other Information: (PIotes or narrative should be located on the site plan under general notes or under erosion and sediment control notes.) 1. Provide revision and /or initial date on E&SC plans. 2. Provide description of existing land use at project site and description of proposed project. Include ;and lot and district numbers for site location. Describe critical areas and what extra measures will be utilized for these areas. 3. Provide name, address and phone number of developer /owner. 4. Provide name and phone number of 24 -hour local erosion and sediment control contact. 5. Show certification number, signature and seal of qualified plan designer. 6. Note total and disturbed acreage (the disturbed area shall be the total estimated disturbed area of the primary and secondary permittees) of the project or phase under construction. Provide detailed construction activity schedule — show anticipated starting and completion dates for project events, include vegetation and mulching timeline. 8. Clearly note this statement in bold fetter,— ""The escape of sediment from the site shall be prevented by the installation of erosion and sediment control measures and practices prior to, or concurrent with, land disturbing activities." 9. Provide 67 cubic yards per acre sediment storage. Include specific design information and calculations for structural - measures on site. Sites with more than 10 total acrss must have a temporary sediment basin. 10. Shaw storm -drain pipe and weir velocities and provide appropriate outlet protection to accommodate discharges without erosion. 11. Provide vegetative plan, noting all temporary and permanent vegetative practices. Include species. planting dates and seeding, fertilizer, lime and mulching rates. Vegetative plan shall be site specific fcr appropriate time of year that seeding will take place and for the appropriate geographic :eoion of Georgia. 12. Provide detailed drawings for all structural practices. Specifications must, at a minimum, meet guidelines set forth in the Manual for Erosion and Sediment Control in Georgia. 13. Clearly note maintenance statement — "Erosion control measures will be maintained at all times. If full implementation of the approved plan does not provide for effective erosion control, additional erosion and sediment control measures shall be implemented to control or treat the sediment source." 14. Clearly note the statement: "Any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary seeding." 15 Provide certification stating that the plan designer has visited :he site prior to the dcsicn of the. E &SC plans. DESIGN CALCULATIONS AND HYDROLOGY REPORT FOR 1201 Miller Avenue Tybee Island, Georgia FOR Scott Grant 114 Great Oaks Way Richmond Hill, Georgia 31324 September, 2011 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912 -+897 6932 LAHBOS@BELLSOUTH. NET RECEIVED q- 2'7 -ri Vicinity Map /SAGIS Printing: Layout Page Page 1 of 1 S! r • r- Savannah Area Geograptise Information System Savannah Area GIS k 5' 6i owered by BinaryBus kitty / /xxnxnxr ea et; e nrrr /ar-r /MP T /mint aerxv Qfs/')ni 1 HYDROLOGY REPORT For 1201 Miller Avenue Tybee Island, Georgia SITE NARRATIVE AND SITE CONDITIONS The existing site is vacant with few trees and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project will be the construction of a new residential structure and will have a permeable driveway and grading. The total site is approximately 0.14 acres with the new project being approximately 0.06 acres disturbed. Detention will not be required for this project. The soils in this area have been classified by the Soil Conservation Service as being CuC ( Chipley Urban Complex ). PRE DEVELOPMENT SITE CONDITIONS The existing site consists of one drainage area which is the entire 0.14 acres and drains predominantly to the north to the Miller Avenue right of way. POST DEVELOPMENT SITE CONDITIONS The proposed site also consists of one drainage area and is not changed from the pre - developed drainage pattern. The proposed run -off is collected by sheet drainage and by new swales and routed to the existing Miller Avenue right of way. ANALYSIS METHOD The TR -55 method was utilized for the analysis of the pre - development and post - development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE - DEVELOPMENT RUN -OFF COEFFICIENT = SEE EXHIBITS POST - DEVELOPMENT RUN -OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE - DEVELOPMENT SLOPE = SEE EXHIBITS POST DEVELOPMENT SLOPE = SEE EXHIBITS TIME OF CONCENTRATION PRE - DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST - DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff, which is encountered due to new impervious area is displayed in the summary table at the end of this report. Run -off calculations accompany this report. DRAINAGE SUMMARY TABLES AND ALLOWABLE RUN -OFF CALCULATIONS DRAINAGE AREA 1 YEAR 2 YEAR 5 YEAR 10 YEAR 25 YEAR 50 YEAR 100 YEAR E -DA -1 0.43 0.50 0.58 0.73 0.88 1.03 1.18 N -DA -1 0.47 0.55 0.62 0.77 0.92 1.07 1.22 TOTAL INCREASE IN RUN-OFF 0.04 0.05 0.04 0.04 0.04 0.04 0.04 Cw Calculations GEORGE JUST /CE - NEW RESIDENCE --• CW CALCULATIONS E -DA - CW PRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.0 AC. PERVIOUS AREA = O. 14 AC TOTAL = 0.14 AC (98x0.0) +(86x0.14)/0.14 =86 N -DA - CW POST - DEVELOPED FACTOR IMPERVIOUS AREA = 0.04 AC. PERVIOUS AREA = O. 1 0 AC TOTAL = 0.14 AC (98x0.04)+(86 x0.10) /0.14 = 89 Existing Hydrographs 1 1 2 3 4 5 6 7 Project: JUSTICE - EXISTING.GP 1MDF: SAVANNAH.IDF 7 hyd's 09 -25 -2011 -lydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 SCS Runoff 0.43 1 725 1,333 1 — JUSTICE -EDA -1 -YEAR 2 SCS Runoff 0.50 1 725 1,572 1 -- - -- JUSTICE - EDA -2 -YEAR 3 SCS Runoff 0.58 1 724 1,815 1 -- -- JUSTICE - EDA -5 -YEAR 4 SCS Runoff 0.73 1 724 2,309 1 — -- JUSTICE - EDA -10 -YEA 5 SCS Runoff 0.88 1 724 2,810 1 — JUSTICE - EDA -25 -YEA 6 SCS Runoff 1.03 1 724 3,315 1 — JUSTICE- EDA -50 -YEA 7 SCS Runoff 1.18 1 724 3,824 1 — -- JUSTICE -EDA- 100 -YE — Proj. file: JUSTICE - EXISTING.GPWIDF file: SAVANNAH.IDF Run date: 09 -25 -2011 Hydrograph Plot Hyd. No. 1 JUSTICE -EDA -1 -YEAR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 1 yrs = 0.14 ac = 0.0 % = USER = 4.00 in = 24 hrs Peak discharge = 0.43 cfs Time interval = 1 min Curve number = 86 Hydraulic length = 0 ft Time of conc. (Tc) = 5 min Distribution = Type III Shape factor = 484 English Total Volume = 1,333 cuft 1 - SCS Runoff - 1 Yr - Qp = 0.43 cfs 10 Time (hrs) Hyd. 1 Hydrograph Plot Hyd. No. 2 JUSTICE -EDA -2 Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration -YEAR = SCS Runoff = 1 yrs = 0.14 ac = 0.0 % = USER = 4.50 in = 24 hrs Peak discharge = 0.50 cfs Time interval = 1 min Curve number = 86 Hydraulic length = 0 ft Time of conc. (Tc) = 5 min Distribution = Type III Shape factor = 484 English 0.6 Total Volume = 1,572 cuff 2 - SCS Runoff -1 Yr - Qp = 0.50 cfs 0.5- 0.4 4- c.) a 0.3 0.2 0.1 0.0 0 ea 10 Time (hrs) /Hyd.2 20 25 Hydrograph Plot Hyd. No. 3 JUSTICE- EDA -5- Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration YEAR = SCS Runoff = 1 yrs = 0.14 ac = 0.0 = USER = 5.00 in = 24 hrs Peak discharge = 0.58 cfs Time interval = 1 min Curve number = 86 Hydraulic length = 0 ft Time of conc. (Tc) = 5 min Distribution = Type III Shape factor = 484 English 0.6 0.5 0.4 c) a 0.3 Total Volume = 1,815 cuft 3 - SCS Runoff -1 Yr - Qp = 0.58 cfs 0.2 0.1 0.0 0 5 10 15 20 25 Time (hrs) Hyd. 3 Hydrograph Plot Hyd. No. 4 JUSTICE- EDA -10 -YEAR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 1 yrs = 0.14 ac = 0.0 % = USER = 6.00 in = 24 hrs Peak discharge = 0.73 cfs Time interval = 1 min Curve number = 86 Hydraulic length = 0 ft Time of conc. (Tc) = 5 min Distribution = Type III Shape factor = 484 English 0. 0. 0 o. 0. 0. Total Volume = 2,309 cuff 4 - SCS Runoff -1 Yr - Qp = 0.73 cfs 0 10 Time (hrs) Hyd. 4 15 20 25 Hydrograph Plot English Hyd. No. 5 JUSTICE- EDA -25 -YEAR Hydrograph type = SCS Runoff Peak discharge = 0.88 cfs Storm frequency = 1 yrs Time interval = 1 min Drainage area = 0.14 ac Curve number = 86 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 7.00 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 1.0 0.8 tn 0.6 0 a 0.4 0.2 0. Total Volume = 2,810 cuft 5 - SCS Runoff -1 Yr - Qp = 0.88 cfs 0 10 Time (hrs) Hyd. 5 15 20 25 r_ 0 10 Time (hrs) Hyd. 5 15 20 25 Hydrograph Plot Hyd. No. 6 JUSTICE- EDA -50 -YEAR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 1 yrs = 0.14 ac = 0.0 % = USER = 8.00 in = 24 hrs Peak discharge = 1.03 cfs Time interval = 1 min Curve number = 86 Hydraulic length = 0 ft Time of conc. (Tc) = 5 min Distribution = Type III Shape factor = 484 English Total Volume = 3,315 cuft U) V a 1. 1. 0. 0. 6 - SCS Runoff -1 Yr - Qp = 1.03 cfs 0 5 10 Time (hrs) Hyd. 6 15 20 25 Hydrograph Plot Hyd. No. 7 JUSTICE -EDA- 100 -YEAR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 1 yrs = 0.14 ac = 0.0 % = USER = 9.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor = 1.18 cfs = 1 min = 86 = 0 f = 5 min = Type III = 484 English 1. 1. 0. 0. Total Volume = 3,824 cuft 7 - SCS Runoff -1 Yr - Qp = 1.18 cfs ■ i 0 10 Time (hrs) Hyd. 7 15 20 25 1 2 3 4 1.15(&) 5 6 7 Project: JUSTICE - NEW.GPW IDF: SAVANNAH.IDF 7 hyd's 09 -25 -2011 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 SCS Runoff 0.47 1 724 1,478 1 — JUSTICE -NDA -1 -YEAR 2 SCS Runoff 0.55 1 724 1,725 1 — JUSTICE - NDA -2 -YEAR 3 SCS Runoff 0.62 1 724 1,975 1 — -- JUSTICE - NDA -5 -YEAR 4 SCS Runoff 0.77 1 724 2,480 1 — JUSTICE - NDA -10 -YEA 5 SCS Runoff 0.92 1 724 2,989 1 — JUSTICE - NDA -25 -YEA 6 SCS Runoff 1.07 1 724 3,501 1 — JUSTICE - NDA -50 -YEA 7 SCS Runoff 1.22 1 724 4,016 1 — JUSTICE -NDA- 100 -YE Proj. file: JUSTICE - NEW.GPW IDF file: SAVANNAH.IDF Run date: 09 -25 -2011 Hydrograph Plot Hyd. No. 1 JUSTICE -NDA -1 Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration -YEAR = SCS Runoff = 1 yrs = 0.14 ac = 0.0 % = USER = 4.00 in = 24 hrs Peak discharge = 0.47 cfs Time interval = 1 min Curve number = 89 Hydraulic length = 0 ft Time of conc. (Tc) = 5 min Distribution = Type III Shape factor = 484 English Total Volume = 1,478 cuft 1 - SCS Runoff - 1 Yr - Qp = 0.47 cfs 10 Time (hrs) %Hyd.1 15 25 Hydrograph Plot English Hyd. No. 2 JUSTICE -NDA -2 -YEAR Hydrograph type = SCS Runoff Peak discharge = 0.55 cfs Storm frequency = 1 yrs Time interval = 1 min Drainage area = 0.14 ac Curve number = 89 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 4.50 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 0.6 0.5- 0.4 0.3- 0.2 0.1 0.0 0 5 10 Total Volume = 1,725 cuft 2 - SCS Runoff -1 Yr - Qp = 0.55 cfs Time (hrs) Hyd. 2 15 1�- 20 25 Hydrograph Plot Hyd. No. 3 JUSTICE -NDA -5 -YEAR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 1 yrs = 0.14 ac = 0.0 % = USER = 5.00 in = 24 hrs Peak discharge = 0.62 cfs Time interval = 1 min Curve number = 89 Hydraulic length = 0 ft Time of conc. (Tc) = 5 min Distribution = Type III Shape factor = 484 English Total Volume = 1,975 cuft 3 - SCS Runoff -1 Yr - Qp = 0.62 cfs 10 Time (hrs) Hyd. 3 15 20 25 Hydrograph Plot Hyd. No. 4 JUSTICE- NDA -10 -YEAR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 1 yrs = 0.14 ac = 0.0 % = USER = 6.00 in = 24 hrs Peak discharge = 0.77 cfs Time interval = 1 min Curve number = 89 Hydraulic length = 0 ft Time of conc. (Tc) = 5 min Distribution = Type III Shape factor = 484 English 0.8 0.6 0.4 0. 0. Total Volume = 2,480 cuff 4 - SCS Runoff -1 Yr - Qp = 0.77 cfs 0 10 Time (hrs) Hyd. 4 15 20 25 Hydrograph Plot English Hyd. No. 5 JUSTICE-NDA-25-YEAR Hydrograph type = SCS Runoff Peak discharge = 0.92 cfs Storm frequency = 1 yrs Time interval = 1 min Drainage area = 0.14 ac Curve number = 89 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 7.00 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 1.0 0.8 0 0.6 0 U 0.4 0.2 0.0 0 Total Volume = 2,989 cuft 5 - SCS Runoff -1 Yr - Qp = 0.92 cfs 5 10 Time (hrs) Hyd. 5 15 20 25 Hydrograph Plot Hyd. No. 6 JUSTICE- NDA -50 -YEAR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 1 yrs = 0.14 ac = 0.0 % = USER = 8.00 in = 24 hrs Peak discharge = 1.07 cfs Time interval = 1 min Curve number = 89 Hydraulic length = 0 ft Time of conc. (Tc) = 5 min Distribution = Type 111 Shape factor = 484 English Total Volume = 3,501 cuft 6 -SCS Runoff -1 Yr - Qp = 1.07 cfs 10 Time (hrs) Hyd. 6 Hydrograph Plot Hyd. No. 7 JUSTICE -N DA -100 -YEAR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 1 yrs = 0.14 ac = 0.0 % = USER = 9.00 in = 24 hrs Peak discharge = 1.22 cfs Time interval = 1 min Curve number = 89 Hydraulic length = 0 ft Time of conc. (Tc) = 5 min Distribution = Type III Shape factor = 484 English Total Volume = 4,016 cuft 7 - SCS Runoff -1 Yr - Qp = 1.22 cfs 10 Time (hrs) Hyd. 7 Swale Calculations Worksheet for Triangular Channel - 1 Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient 0.025 Channel Slope 0.52000 % Left Side Slope 3.00 ft/ft (H:V) Right Side Slope 3.00 ft/ft (H :V) Discharge 0.61 ft3 /s Results Normal Depth 4.61 in Flow Area 0.44 ft2 Wetted Perimeter 2.43 ft Hydraulic Radius 2.19 in Top Width 2.30 ft Critical Depth 0.30 ft Critical Slope 0.01832 ft/ft Velocity 1.38 ft/s Velocity Head 0.03 ft Specific Energy 0.41 ft Froude Number 0.55 Flow Type Subcritical GVF Input Data Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 4.61 in Critical Depth 0.30 ft Channel Slope 0.52000 Critical Slope 0.01832 ft/ft Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03] 9/26/2011 6:17:56 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203- 755 -1666 Page 1 of 1 Horse Pen Creek ZONE AE` (EL 12) 1065000 FT T:•. 10TH TER az••:' VENETIAN DR Y2 • i'"�•. • • •� •may/ • •,•°'•'? 1 • • .NE''A .. Et•� .), Y •:, 1 =M � `� �^* ." :'=:C•ify o f T bee Islan _. , 'etk> '� ::•::"4I i '``* -,'.,•c, 1:4' •:., '•:sr.•,i •�•:rr► 13516,41, ;• •. Siyl • ' ••i • , S " /47.,: ti±; {•'' gT `). •'.r•; • .ir. . 4 • • • 7•.•11 vf. A'.10:444.•:•• _ G' ZONE AE'i Z;,: ,'? '.11,h• I. • (EL 12) •• s STRAND AVE.., ; • .., • }•; , J�•:�11i '•�:f.l ••t neEFDR • ALLEY 'ST - 16py ST •ter .' +'.7:•7G. _ .. • • ,• • MAP SCALE 1" = 500' 250 0 500 ZCM (E ZONE (EL 1 =- -ZONE V ..,ZONE VE / (EL 17) • (EL 16) ••, ONE (EL-15), 1000 -1 FEET 1 METEF r lr 11111 to Jll,.11 1 11111 a' PANEL 0326F •lll, 111111 pm cio (-,∎ • III Min i...... QIn ' I Ih4,. A ,�, ririii bfie Z en r® • I 4 I) IIIIII 11111 II�III II�i� FIRM FLOOD INSURANCE RATE MAP CHATHAM COUNTY, GEORGIA AND INCORPORATED AREAS PANEL 326 OF 455 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: COMMUNITY NUMB R PANEL SUFFIX CHATHAM COUNTY TYBEE ISLAND, CITY THIS MAP INCLUDES RESOURCES SYSTEM BARRIER RESOURCES ENABLING LEGISLATION. Notice to User: should be used Community Number used on insurance community. • s'" "r vi ^�CA.� j't�AIO '44N0 RE(' Federal Emergency 130030 0326 F OF 135164 0326 F -NOTE - BOUNDARIES OF THE COASTAL BARRIER ESTABLISHED UNDER THE COASTAL ACT OF 1982 AND /OR SUBSEQUENT The Map Number shown below when placing map orders; the shown above should be applications for the subject MAP NUMBER 13051C0326F EFFECTIVE DATE SEPTEMBER 26, 2008 Management Agency ThIs is an official copy of a portion of the above referenced flood map. It was extracted using F -MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product Information about National Flood Insurance • Program flood maps check the FEMA Flood Map Store at www.msc.fcma.gov