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HomeMy Public PortalAboutCHATHAM AV_1605B 1OF3.pdfCITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 11/20/2013 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 130463 PROPOSED USE: NEW RESIDENTIAL BLDG -SF OCCUPANCY TYPE: P CONTACT NAME SALTWIND CONSTRUCTION CONTACT ADDRESS 2 SOUNDING POINT RETREAT CONTACT CITY STATE ZIP SAVANNAH GA 31411 PROPERTY ADDRESS 1605 CHATHAM B APPROVED BY: c)).t3 P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEE DATE ISSUED: 11/20/2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION NEW RESIDENTIAL BLDG -SF 1605 CHATHAM B SALTWIND CONSTRUCTION 2 SOUNDING POINT RETREAT SAVANNAH GA 31411 912 - 398 -1161 SALTWIND CONSTRUCTION 2 SOUNDING POINT RETREAT SAVANNAH GA 31411 1358 P $ 6,146.50 $75,000.00 ENGINEERING FEE - FINAL TOTAL BALANCE DUE: PERMIT #: 130463 e' 9 $ 131.25 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328 -2749 Ph (912) 786 -4573 FAX (912) 786 -5832 Vendor #: 01- 002055 Issued to: DAVIS ENGINEERING, INC P 0 BOX 1663 TYBEE ISLAND, GA 31328 F.O.B. Point - Tybee Island, GA PUF CHASE ORDER PO Number: 14 -24879 This number must appear on all related correspondence, shipping papers and invoices. Date: 11 /2 0/2013 Requisition #: 14-24879 Ship to: CITY HALL 403 BUTLER AVENUE TYBEE ISLAND, GA 31328 Terms - Net 30 days LINE UNITS 1 DESCRIPTION PRICE AMOUNT 0.00 Eng for 1605 Chatham 100 - 7220 -52 -1203 0.00 131.25 Davis Engineering, Inc invoice #21303902 dated 11/19/2013 for Frank Koncul (Saltwind Construction) for engineering at 1605 Chatham Avenue Purchase Order void after 90 days. Special Instructions: I agree to provide the items /services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date TOTAL 131.25 Authorized by For the City of Tybee Island Date DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.com November 19, 2013 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Invoice # 21303902 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: 2 Sounding Point Retreat / 1605 Chatham Ave. - Frank Koncul 11 -13 -13 11 -13 -13 11 -18 -13 0.25 hour 0.25 0.25 Site visit and review Plan review at City Hall Final visit and concurrent 0.75 hours @ $175 /hr. = $131.25 BP t -o`ka3 o l -a1g79 rte r,w e La \ -2o -13 00- 72.20- S2 -/2o3 bi( able) Zvvy,-,,-) 944:z) IL-20-(3 Permit # Job Address Job Name CERTIFICATE OF OCCUPANCY REQUIREMENTS 13- 04(03 I coS- TA Cki4a -F-rGZrk K Once / Energy Code Compliance Certificate V. Elevation Certificate, Finished Construction As -built Survey Drainage Certification from Project Engineer f Recorded Non - conversion Agreement AIM— Breakaway Wall Certificate (V -Zone only) WAMitigation of Trees Drainage Certification from Downer Davis 111 k Drainage Certification from Joe Wilson FEMA Inspection ry.. Ave_ Vio Georgia Residential Energy Code Compliance Certificate* Address: 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: • Building Envelope Tightness (BET): BET test conducted by: Fan Flow at 50 Pascals= ACH50= CFM50x60 /V Permit #: Phone: Sloped /vault ceiling: Above grade mass wall: Attic kneewall sheathing: Basement continuous: Crawlspace continuous: Floors over unconditioned space: Other insulation: Window SHGC: .27 Skylight SHGC: NA Opaque Door U- factor: Nil. ( <50% glazed) Phone: 21 -201. CFM50 Total Conditioned Volume = 15390 ft3 Volume= ACH50 (must be less than 7 ACHso ) 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 (21 Electric ❑ Other Number of Heating and Cooling Systems: I Heating System Type: ❑ Gas: AFUE Egi Air - Source Heat Pump: _ 7- 7 HSPF ❑ Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): `Aei-i t? Cooling System Efficiency: 't 3 _. C) [I SEER El EER El Other Heating /Cooling Load Calculations Performed by: �x<m3 tv- Phone: 41 2. =Z 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): 1 te.),'2 -\.\ Btu /h Cooling Sensible Load: \ 3 , --1► 5— Btu /h Cooling Latent Load : �i,y �t L Btu /h Total Air Handler CFM (based on design calculations): CFM Duct Tightness Test Conducted by: Alt ,A Phone: PIA CFM2S 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 5 8 %, the post construction total duct leakage (PCT) is <_ 12 %, or the rough -in total duct leakage (RIT) with air handler installed is <_ 6 0/0. 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, Rif) CFP125 Area served (ft2) Result ( %) 1 /V �,ae- 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. DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.comt November 19, 2013 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: 2 Sounding Point Retreat / 1605 Chatham Ave. Dear Ms. Otto: RECEIVED It -2 o, ("6 Earlier this morning, I spoke with the Engineer over the phone regarding the depressed area on the sides and in the rear to be available to store stormwater runoff. Based on that conversation, the Engineer's certification letter and my review of the site, I concur with the site drainage portion of this project being closed out. Please contact me if you have any questions on this matter. Sinc�erelly, Downer K. Davis, Jr., P.E. President 2130390C BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -- 6932 LAHBOS@BELLSO UTH. NET November 11, 2013 Diane Otto Planning and Zoning Tybee Island, Georgia Re . Diane, Frank Koncul Project 1605 Chatham Avenue Tybee Island, Georgia R CEP /ED 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 11 -►(-CS Pima. (t-d •o J r. . J s. 1558005 17 OR NONCONVERSION AGREE1J &I RECORD = ,r,pm FOR STRUCTURES IN THE FLOCDPUAIN D n i Mass C :, fjF tl t i ; i,,tj�i i i Address of Pro erry� . ,l/ t 25 �i�` ( re Building Permit Number 13 - 0 Li 6 3 PIN 4- (}010 -01-f-613 )1051 FIRM Zone R 1Z BFE 13 feet +(NAV -D) Panel Number 032 C. F , effective date 0 9%2 cot O8' CA) Property Owner(s) �^ e� Contractor : , _ _ . _ I - C�i In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood- resista€f materials. '— r 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazard Area. 6. That any variation in construction beyond what is permitted shall constitute a violation and be abatable as such. 44444 t 3 13 Signature of Property Owner Date Srt LT W ? 1A1 D NSTRGeT►uit? Printed Name of Property Owner FA +V r< Signature of Property Owner Date Printed Name of Property Owner STATE OF GEORGIA COUNTY OF CHATHAM I hereby certify _hat on this — day of a— , 20 20 / -> , before me, a Notary Public of the State of Georgia, personally appeared l�r « # - -0--7 �� , known to me, or satisfactorily proven to be the person whose name is subscribed to the foregoing instrument, who acknowledged that he /she has executed it for the purposes therein set forth, and that it is his act and deed. In witness whereof, I have set my hand and Notarial Seal. NOTARY v!/ -;.. 2f- . . - rr My Commission expires on iary Pubic, Chatham County GA WITNESS SIG �` , pres u y 2, 2016 NA � Printed Name -,e) • Lee 3 a • Address 111 •�G.i��.� n 4' 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. U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program important: Read the instructions on pages 1 -9. ELEVATION CERTIFICATE SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expiration Date: July 31, 2015 FOR INSURANCE COMPANY USE Al. Building Owner's Name Frank Koncul Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1605 -B Chatham 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 7 of a subdivision of lot 10 & pt. lot 11, ward 6, Tybee Island A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 31 deq 59.588 min Long. W 80 deq 51.1840 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 6 A8. For a building with a crawlspace or enclosure(s): Square footage of crawlspace or enclosure(s) a) b) c) d) 26 Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 Total net area of flood openings in A8.b 0 Engineered flood openings? ❑ Yes ® No sq ft sq in A9. For a building with an attached garage: a) Square footage of attached garage n/a sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® 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 13051C0326F B5. Suffix F B6. FIRM Index Date 9/26/08 B7. FIRM Panel Effective /Revised Date 9/26/08 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 13 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other /Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: ❑ CBRS ❑ OPA ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 EI NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 6.7 16.3 n/a. n /a. 15.7 6.1 6.3 n /a. Check the measurement used. ® feet ❑ meters ® feet ❑ meters ® feet ❑ meters ® feet ❑ meters ® feet ❑ meters ® feet ® feet ® feet ❑ meters ❑ meters ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name J. Whi - Reynolds License Number 2249 Title Land Sury - or Co • .any Name Address 6.. Stephens venue /City Savannah Signat e / a- 6te 11/11/13 State GA ZIP Code 31405 Telephone 912 - 352 -0464 FEMA Form 086 -0 -33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the „orresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1605 -b Chatham Ave City Tybee Island State GA ZIP Code 31328 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number: SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.e) = A/C pad. The ground level enclosure i • - elevator. Signatur Date 11/11/13 SECTION E - (JILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones A% 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 -G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page ? Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1605 -b Chatham Ave Policy Number: City Tybee Island State GA ZIP Code 31328 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View "; and, if required, `Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Front View November 8, 2013 FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1505 -b Chatham Ave Policy Number: City Tybee Island State GA ZIP Code 31328 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Rear View November 8, 2013 FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 weak INTERNATIONAL CODE COUNCIL MEMBER Permit No. 3 0 L.4.- (g 3 Date Requested Owner's Name 5a! 4- L1•, r. Date Needed Gen. Contractor Subcontractor Contact Information Fr a h k ?j I g- Project Address t I,o 0 .j i /L h a 4 k a vn Ave Scope of Work h P J S P. Inspector 1). 0440 Date of Inspection _ t' Inspection I' E. A k‘..1 e- , r. Passf Fail Fee PI 0.4- Zr Inspection Pass ❑ Fail 0 Fee \'. 4 4rs Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee N!TERNATIONAL CODE COUNCIL MEMBER Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 !_'5• j62Z Date Requested Owner's Name ) Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass ❑ Fail El Fee Inspection Inspection 1_- • if- iLr fl.� Jim"►' t _ • c - � ....fir, I) Inspection Pass Pass Fee - Fail Fee (2; Pass ❑ Fail ❑ Fee Coastal Sash & Door, Inc. 8422 Ferguson Ave. Savannah, GA 31406 Bill To FRANK KONCUL 2 SOUNDING POINT RETREAT SAVANNAH, GA 31411 Invoice Date Invoice # 9/11/2013 13000 -692 Ship To BEACH COTTAGE P.O. Number Terms Rep Ship Via F.O.B. Project 25 &26 Net 30 BEG 9/11/2013 Our Truck Job Site Quantity Item Code Description Price Each Amount Subtotal Subtotal SEE QUOTE FOR SPEC SEE QUOTE FOR SPEC - REMANDER ON ADDED DOORS All window interior sills are now changed to meet DP + -50 CHATHAM - 7 % 6,272.00 2,538.00 7.00% 6,272.00T 2,538.00T 616.70 Total $9,426.70 Payments /Credits - $7,226.70 Balance Due $2,200.00 Phone # BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -6932 LAHBOS@BELLSOUTH. NET November 11, 2013 Ray Hord Inspections Department Tybee Island, Georgia Re: Ray, Frank Koncul Project 1605 Chatham Avenue Tybee Island, Georgia RECEIVED -(3-‘3 At At the request of the Owner, we have inspected the project referenced above for strapping and tie downs. After a walk through with you about a week ago, we believe that the strapping and go- bolts configuration is adequate for the application. 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 City of Tybee Island Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. r6— OH (o 3 Date Requested I I -1 3 Owner's Name c `i , #", A cd OonSt Date Needed 1 1 Gen. Contractor 11, Subcontractor V r-J Contact Information 2 3 3 - (p~] (, 4 Project Address 1 U, 0 - B c k QA" 0 m Ave, . Scope of Work r\ 0,1,J 6 (- Inspector Date of Inspection 11-13-/3 Inspection ZAQL\ k‘ C . Pass El Fail El Fee ;J ..,) qq'� `� ��, /�- i/ 1 I+ 0 V� r j- �%� 4-) r) 4� r14 L)ft;1 A"; �' f _ \ ) I n-) C; y t.� Al- t 1-1'• l' � 1 `• ) Inspection !� .111 j I,Jp - i J �+- r"L.) :U* INTERNATIONAL CODE COUNCIL MEMBER Pass _ _Fail I--I Fee 5 S� Inspection Pass ❑ Fail ❑ Fee 0-} tip ..:1� ILA 12;1_ r-+ AA C_,1,► -1-; . ' i L; -'ter --, `'�.'tJr: +'� t"_. ✓Jr �( -;2--U Q I?„• 1- _ -D.UT4 ter 'Ji 1,)I ti.- G.C1111 1 � r� ` � n d V-I.44-A 1*"+3 11 ,i.4 " ` i�'� ��= fJ� >el � " f� � r�i.. 1' `J ) }1 (' -�1C 1» 1/4;6, Inspection ^� ' Pass ❑ Fail ❑ Fee lJ (- `a..: ` ll/_ s/ � �'-.ry �•1 i 1�1;� � � t .� 1'+Ji► � l t� li � h.-t �+ -1 � a � , - 1 ; I Fax Transmission Result Rept Page [1] of [1] Date/Time 11 -13 -2013 11:07 AM Model Name CLX -9352 Machine Serial Number Z94UB1ED500022H Linel City of Tybee Linel Name : 9127869539 Line2 is not available Line2 Name is not available Job Destination Start Time Duration Mode Job Type Page User Result 2044 Georgia Power rele 11 -13 -2013 11:06 00'59" G3 H -Tx 1/1 LocalUser OK ase/1 88885 1441 1 AM Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: /o06" 8 C/ q r1 Release Date: irA7/s Type of Release: _Temporary / Permanent Permit u 1,3- 04143 Electrician: #11..4X/k�fi7 if.ltaize, Phone u �.b� 3/3 -3, L9 Builder: .5.01- h.orw7,ri 4p&s -1 Phone I t- ,6544e 34.5 -//‘• I Owner: Phone II Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone fI Builder: Phone It Owner: Phone IF Planning and Zoning terns Bryant 912 -472 -5033 H -Rx: Host Rx H -Tx: Host Tx M -S: Memory Save P -Rx: Poll Rx D -Tx: Delay Tx S -Rx: Secure Rx P -Tx: Poll Tx BC -Tx: BroadCast Tx Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: Type of Release: Electrician: Builder: Owner: 4-/2/ Release Date: is Temporary ✓ Permanent Permit # / 5- d4 fJ 4 Xw /Jl / /te. k ,5414)/Alz 4.As-72. Phone # ID/Z. 3/3 -3i Z./ Phone # i---;(44-4/ 3q& -//k / Phone # Location Address: Type of Release: Electrician: Builder: Owner: Temporary Release Date: Permanent Permit # Phone # Phone # Phone # Planning and Zoning Jerris Bryant 912 - 472 -5033 Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Date Requested r, Owner's Name Date Needed Gen. Contractor r Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass U Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee k'4 /, ,, 2I1 >/ IITERNATl V^ l CODE COUNCIL MEMBER Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 ATM INTERNATIONAL CODE COUNCIL MEMBER Permit No. /g- Dv-/L, 3 Date Requested ///7//_6 Owner's Name cf17 /)1lel() Date Needed /1/1/13 Gen. Contractor ---5-At 7 win)/ Subcontractor Contact Information dI5' ,4 ,K1.6 I L f 3- 3/ b 7 Project Address /,Z7_s-- / 6M-rile/JO Scope of Work *6),d 3r Inspector j /-1 Date of Inspection Inspection "7475tD° Pass El Fail El Fee �_ - ,i4Ak iC Itez= Pat Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Ins2ction Pass 0 Fail ❑ Fee Permit No. j City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 Fax 912.786.9539 M U� INTERNATVIAL CODE COUNCIL MEMBER `/413 Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Inspection Pass Fail Date of Inspection 0,14 Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee CITY OF TYBEE ISLAND 4 4 BUILDING PERMIT WATER METER PICKUP DATE ISSUED: 10 -29 -2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # NEW RESIDENTIAL BLDG -SF 1605 CHATHAM B SALTWIND CONSTRUCTION 2 SOUNDING POINT RETREAT SAVANNAH GA 31411 912 - 398 -1161 SALTWIND CONSTRUCTION 2 SOUNDING POINT RETREAT SAVANNAH GA 31411 1358 P $ 6,015.25 PROJECT VALUATION $75,000.00 3/47 Meter PERMIT #: 130463 TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org KUM INTERNATIONAL CODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 Fax 912.786.9539 Date Requested t Date Needed it / Subcontractor Contact Information 4 4.. 3 €),:t, ,. /;:, / Project Address c-, :.. C%i/ -f,� 2rl, Scope of Work IVT=+� A a ,- Inspector '214 Date of Inspection Inspection /J • /,�^ Pass El Fail Fee 72g. 0 . .2/2.0 /� I .� SvIF f Inspection A) I, Pass a Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Maga Immsa INTERNATIONAL CODE COUNCIL MEMBER City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 moo,. Phone 912.472 -5032 • Fax 912.786.9539 Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector ' /4 Date of Inspection Inspection tjs - -4 Pass ❑ Fail El Fee J425-) 47€- Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Neat Mauna INTERNATIONAL CODE COUNCIL MEMBER Permit No. /3--61 4/6.3 Date Requested Owner's Name -21.a-14-LA.) r,JS Date Needed Gen. Contractor Sg(- ,0 j n ,..• Subcontractor Contact Information t ; a&)k Project Address T Scope of Work Inspector Date of Inspection Inspection FA Pass ❑ Fail 4.) C.a-I ►4 z ; ,rj 3. 7 rJ , -)G.�Cy N > lj � ,,�/i � i � 5 t/ ---�-' ! _ ->774)a i i) �i_ (4.41 ( -c d_ ; _ ,—../341, >ev A� :a, ;:l./....5 lick G Ac:c,tY,4- Arc 4-14 Scw :1•1 Inspection v( 74-{ Pass ❑ Fail ❑ i$ is v0%j, a:L 1`YYI ' I /f.. R-1 1 �p 1-)r�'►c.r ` !tail A./ Zia'? a 4c; 43e Inspection I Pass ❑ Fail El Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 MU* INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass ❑ Fail ID Fee Inspection Inspection Inspection y� 77," �.r 1'3 r:: `''� .. + . }��.'•i, i1,4 i v)r ?c`VJ)5 ' l)tivZ )I,', ,,J f �G 4cti Sr +'U.'JG• 1 % _ 2 7 0 I ) 2 .• /. ,..:')4' :,7z `A1-4hc.'�',� ► Pass ❑ Fail Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Few !:. (. tip ,N3 I- MiTek' MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 -4115 Re: 131686 Tybee -Back River Cottage The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by TrussMart Bldg Compts, LLC. Pages or sheets covered by this seal: T5004494 thru T5004494 My license renewal date for the state of Georgia is December 31, 2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. b rim No. 17881 PROFESSIONAL . h NGINE� 'IS A P August 29,2013 Albani, Thomas The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1 Sec. 2. Job 131686 Truss F2 1._ -.4 Type Floor Truss Qty 16 Ply 1 11 deck River Cottage T5004494 Job Reference (optional) 1 unit abe TRUSSMART BUILDING COMPONENTS, Midway, GA, 31320, Tibbetts Lumber Co. LLC 7250 s Sep 26 2012 MiTek Industries, Inc. Thu Aug 29 13:28:03 2013 Page 1 I D: Eg40B RxmutS m0 P0miiDw tfyocsz- Mh7J?fC8od5RdhayeBYC gekyPdSd2egqlJ8Azlyj_fQ 0-1 -8 1 -3o 1-e-0 1a1 {Plywood Nailing Schedule} 1_g4 11 aB H I I I 1 4x2 - (1 -row) 2" O.C. I I 1.5x4 II 1.5x4 II 1.5x4 = 1.5x4 I I 1.5x4 I I 4x8 = 3x6 = 3x6 FP = 1 2 3 4 5 6 7 8 34 9 10 11 12 13 14 )0 -o I Scal 2-0-0 0-4-0 = 1:42.3 ■ 155! 32 14 -- --'ll,--- Air \'i® p 11 r 33 h 31 30 29 28 27 26 25 1.5x4 I I 3x6 FP = 1 41 -8 14--10-815-7-8 1 10.7 -12 8 17 CA 24 23 22 21 20 19 18 ( +) 16 4x8 = 3x6 = 1.5x4 I I 1.5x4 I I 3x6 = 3x4 = 14-6-4 15-9-4 II!7-017-4-0 - 23-10-0 25- 0-025 M -40 1 I 4 -1 -8 09 -0 0-9-0 5-0-4 3-10-8 1-30 0.9-12 0.9-0 6-6-0 1 1 -2 -0 5-415 Repair is based on information received from truss fabricator. Truss must be in original, undeflected position prior to carrying out the repair. Provide temporary support to the truss prior to carrying out the repair. REPAIR SOLUTION: REPAIR PROBLEM: Apply all nails so as to avoid damaging of lumber and loosening of plates at joints. (1) Need to stub right end of truss 4 ". (A) Install 4x2 SP No.2 member(s) ( +) using 7/16" OSB (APA Rated, 24/16, Exposure 1) or structurally equivalent material applied to (EACH) face of truss with construction quality adhesive and using 8d (0.131 "x2.5 ") nails as per the {Plywood Nailing Schedule). Installed members must have complete wood to wood contact with original members. (B) Use a carbide tipped blade to cut and remove portion of truss shown dashed. All remaining plates must be intact and fully embedded. Plate Offsets (X,Y): (32:0- 1 -8,0 -0 -121 (33:0 -2 -11 0 -1 -81 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4 -0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code IBC2006/TPI2002 CSI TC 0.97 BC 0.87 WB 0.82 (Matrix) DEFL in (loc) 1/deft Lid Vert(LL) -0.11 21 >999 360 Vert(TL) -0.16 21 >999 240 Horz(TL) 0.03 16 n/a n/a PLATES GRIP MT20 244/190 Weight: 132 lb FT = 20 %F, 11 %E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied BOT CHORD 2x4 SP No.2(flat) *Except* end verticals. 16-26: 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc WEBS 2x4 SP No.3(flat) REACTIONS (lb /size) 31= 272/0-3 -8 (min. 0 -1 -8), 24= 1433/0 -3-8 (min. 0 -1 -8), 16= 606/0 -3 -8 (min. 0 -1 -8) Max Gray 31= 338(LC 2), 24= 1433(LC 1), 16= 623(LC 4) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 31-32=-339/0, 1 -32= 339/0, 1 -2 =- 310/0, 2-3=-622/193, 3-4 =- 622/193, 4 -5 =- 622/193, 5 -6 =- 622/193, 6 -7 =- 20/642, 7 -8 =- 237/82, 8-34 =- 1686/0, 9 -10 =- 2213/0, 10-11 =- 2006/0, 11 -12 =- 2006/0, 12 -13 =- 2006/0, 13 -14 =- 1431/0, 14-15= -477/0 BOT CHORD 30 -31 =0/18, 29 -30 =- 36/562, 28 -29 =- 193/622, 27 -28 =- 193/622, 26- 27=- 448/374, 25 -26 =- 448/374, 24 -25 =- 1031/0, 23 -24 =- 1031/0, 22 -23= 21 -22= 0/2213, 20- 21= 0/2213, 19- 20= 0/2213, 18-19= 0/1785, 17- 18= 0/1048, 16-17= -136/0 WEBS 3-29 =- 46/96, 4 -28= -48/0, 10 -20 =- 93/214, 7 -24 =- 1373/0, 1 -30= 0/398, 2 -30 =- 351/65, 2 -29=- 213/81, 7 -25= 0/547, 6-25 =- 603/0, 6-27= 0/560, 7- 23= 0/1294, 8-23 = - 1242/0, 8- 22= 0/848, 17- 33= 0/825, 14- 17=- 795/0, 14 -18= 0/533, 13- 18=- 492/0, 13 -19= 0/300, 11 -19 =- 122/43, 10- 19=- 9-21= 206/112, 9- 22=- 783/0, 16 -33 =- 613/0, 15- 33 = -60/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3-10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 16- 31 = -7, 1 -15 =67 Concentrated Loads (Ib) Vert: 34= -500 or 5 -5 -7 oc purlins, except bracing. 9 -34 =- 1686/0, 0/1110, 5-27=-237/0, 463/152, _ / N. �1sER - i No. 17881 PROFESSIONAL 4NGI1.E0P �Q= gSAP' August 29,2013 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED IrffITsKREFERENCE PAGE Hit -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/fell Quality Cdteria, DSB -89 and SCSI Building Component Safety Information vat ble from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. '.f Southern Pine4SPI lumber is suet ifted. the design values are those effective 06/01/2013 try AUG Illii MiTek' 6904 Parke East Blvd. Tampa, FL 336104115 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in- sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'1/16" ir"4W For 4 x 2 orientation, locate plates 0 -' Ia' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and /or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI /TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB -89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 o% 0 U a- O Numbering System 6 -4 -8 I dimensions shown in ft -in- sixteenths 1 2 TOP CHORDS (Drawings not to scale) 3 8 BOTTOM CHORDS 7 6 JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS /LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ESR1988 ER -3907, ESR -2362, ESR -1397, ESR -3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved /new values with effective date of June 1, 2013 5 TOP CHORD © 2012 MiTek® All Rights Reserved MiTek MiTek Engineering Reference Sheet: MII -7473 rev. 02/26/2013 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X- bracing, Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI /TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non - structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. O 8 BOTTOM CHORDS 7 6 JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS /LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ESR1988 ER -3907, ESR -2362, ESR -1397, ESR -3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved /new values with effective date of June 1, 2013 5 TOP CHORD © 2012 MiTek® All Rights Reserved MiTek MiTek Engineering Reference Sheet: MII -7473 rev. 02/26/2013 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X- bracing, Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI /TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non - structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 18 MiTek' MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 -4115 Re: 131686 Tybee -Back River Cottage The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by TrussMart Bldg Compts, LLC. Pages or sheets covered by this seal: T5017295 thru T5017295 My license renewal date for the state of Georgia is December 31, 2014. Lumber design values are in accordance with ANSI /TPI 1 section 6.3 These truss designs rely on lumber values established by others. September 9,2013 Albani, Thomas The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1 Sec. 2. For all lumber, plates, etc. not shown, refer to page 2 of this drawing. Repair is based on information received from truss fabricator. Truss must be in original, undeflected position prior to carrying out the repair. Provide temporary support to the truss prior to carrying out the repair. REPAIR PROBLEM: (1) Need to stub right end of truss 5 -3 -0. REPAIR SOLUTION: Apply all nails so as to avoid damaging of lumber and loosening of plates at joints. (A) Use a carbide tipped blade to cut and remove portion of truss shown dashed. All remaining plates must be intact and fully embedded. (B) Install 4x2 SP-#2 member(s) ( +) using 1/2" plywood (15/32" APA Rated, Exposure 1) or structurally equivalent material applied to (EACH) face of truss with construction quality adhesive and using 8d (0.131 "x2.5 ") nails into all covered members as per the (Plywood Nailing Schedule). Installed members must have complete wood to wood contact with original members. (Plywood Nailing Schedule) 4x2 (1 -row) @ 2" o.c. September 9,20' Job 131686 Truss F2 Page 1 of 2 Trus. type Floor Truss Qty 16 Ply Tybe, —act< River Cottage Job Reference (optional) T5017295 1 UNIT TRUSSMART BUILDING COMPONENTS, Midway, GA, 31320 2 3 4 5 6 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Sep 0614:50:48 2013 Page 4 -9-0 5 -3-0 0.6 -12 / / 7 6 9 10 11 12 A 27 26 25 24 23 22 21 20 M 19 18 17 16 15 14 2 -0-0 REACTIONS (lb /size) 27= 295/0 -3-8 (min. 0 -1 -8), 20= 1161/0 -3-8 (min. 0 -1 -8), 14= 503/0 -3-8 (min. 0 -1 -8) Max Gray 27= 344(LC 2), 20= 1161(LC 1), 14= 530(LC 4) 1-6-0 ti AWARMAIG - Verify design parameters and REM) NOTES ON THIS AND INCLUDED ►IITHKREFERENCE PAGE Mll -7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consult ANSI/TPIl Quality Criteria, DSB -89 and SCSI Building Component Safety Informaticin vailable from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. If Southern Pine {SF } lumber is specified. the design values are those effective 06 /O112013byALS( 3 MiTek° 6904 Parke East Blvd. Tampa, FL 33610 -4115 Job 131686 Truss a Page 2 Of 2 F2 9 Truax Type Floor Truss Oty 16 Ply 1 Tybee ..ack River Cottage T5017295 Job Reference (optional) I TRUSSMART BUILDING COMPONENTS, Midway, GA, 31320 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Sep 06 14:50:48 2013 Page ID:Eg40BRxmutSmOP0m iiDwtfyocsz- ylhpxrGWwGIir6SmOigpgw 1cfzZ_BKoDeMEgeTyglQlr 0-1 -8 1 -3-0 1-6-0 10-1 1 -5-4 o-1�{{6 H I I I 1 i Sc4e= 1:43.3 1.5x4 II 1.5x4 II 3x4 = 1.5x4 = 1.5x4 I I 1.5x4 I I 4x8 = 3x6 - 3x6 FP = 1.5x4 2 3 4 5 6 7 8 34 9 10 12 13 14 15 \�_11 II y 8 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 1.5x4 I I 3x6 FP = 4x8 = 3x6 = 1.5x4 I I 1.5x4 I I 3x6 = 3x4 = 17-4-0 418 f-10. 815 -7-81 10-7-12 14-8-4 159-4 8-7 -0II 25-4 -0 I 1 I I 4-1 8 0-9 -0 0.9-0 5-0-4 3 -10-8 1 -3-0 ti-6-5Z410-9-0 8-0-0 Plate Offsets (X,Y): [15:0- 1- 8,Edge], [32:0- 1 -8,0- 0-12], [33:0- 1- 8,0 -0 -12] LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code IBC2006/TP12002 CSI TC 0.96 BC 0.86 WB 0.63 (Matrix) DEFL in (loc) l/defl L/d Vert(LL) -0.11 21 >999 360 Vert(TL) -0.17 21 >999 240 Horz(TL) 0.03 16 n/a n/a PLATES GRIP MT20 244/190 Weight: 133 lb FT = 20 %F, 11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5 -7 -10 oc purlins, except BOT CHORD 2x4 SP No.2(flat) `Except* end verticals. 16-26: 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (lb /size) 31= 271/0 -3 -8 (min. 0 -1 -8), 16= 611/0 -3 -8 (min. 0 -1 -8), 24= 1449/0 -3 -8 (min. 0 -1 -8) Max Gray 31= 338(LC 2), 16= 628(LC 4), 24= 1449(LC 1) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 31 -32 =- 339/0, 1 -32 =- 339/0, 16-33=-624/0, 15 -33 =- 623/0, 1 -2 =- 310/0, 2 -3 =- 621/197, 3 -4 =- 621/197, 4- 5=- 621/197, 5-6 =- 621/197, 6- 7=- 18/650, 8-34 =- 1725/0, 9-34 =- 1725/0, 9- 10=- 2278/0, 10 -11 =- 2102/0, 11 -12 =- 2102/0, 12 -13 =- 2102/0, 13 =- 1557/0, -14 14- 15= -635/0 BOT CHORD 29 -30 =- 38/562, 28 -29 =- 197/621, 27- 28=- 197/621, 26-27=-455/372, 25 -26 =- 455/372, si' - + '• 24 -25 =- 1040/0, 23- 24=- 1040/0, 22- 23= 0/1133, 21- 22= 0/2278, 20-21= 0/2278, 19- 20= 0/2278, (_ 18- 19= 0/1892, 17-18=0/1198 9i3 ♦� ,* WEBS 7- 24=- 1389/0, 1- 30= 0/398, 2 -30 =- 350/67, 7- 25= 0/548, 6-25 =- 605/0, 6-27= 0/563, - N0. 17881 7- 23= 0/1315, 8-23 =- 1261/0, 8- 22= 0/871, 15- 17= 0/820, 14 -17 =- 782/0, 14- 18= 0/499, PROFESSIONAL 13 -18 =- 466/0, 13- 19= 0/285, 10- 19=- 443/184, 9- 22= -817/0 NOTES y s/ /GINES� Q= 1) Unbalanced floor live loads have been considered for this design. AA-- 2) All plates are 3x3 MT20 unless otherwise indicated. � "IS A • P� 3) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/Mil. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3-10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pIf) Vert: 16-31=-7, 1- 15 = -67 Concentrated Loads (Ib) Vert: 34= -500 Sifirflienber 9,2013 A WARNING - Verify design parameters and READ NOTES ON IRIS AND INCLUDED MTTEKREFERENCB PAGE XU -7473 BEFORE USE. Design valid for use only with Mitek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. tf Southern PinefSP1 lumber is specified. the design values are those effective 06/01 /2013 byALSC me., MiTek' 6904 Parke East Blvd. Tampa, EL 33610 -4115 Symbols PLATE LOCATION AND ORIENTATION 1 3/ " Center plate on joint unless x, y offsets are indicated. Numbering 6 -4 -8 System dimensions shown in ft -in- sixteenths (Drawings not to scale) 2 3 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X- bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties, 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non - structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puffins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is sufficient. 20. Design assumes manufacture in accordance with ANSI /TPI 1 Quality Criteria. ( 1 TOP CHORDS = Dimensions are in ft -in- sixteenths. 116,,, Apply plates to both sides of truss and fully embed teeth. 0 -1/16" TOP CHORD It O U _� For 4 x 2 orientation, locate plates 0 I/14' from outside edge of truss. This symbol indicates the C7-8 C6-7 C5-6 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS /LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR -131 1, ESR -1352, ESR 1988 ER -3907, ESR -2362, ESR -1397, ESR -3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved /new values with effective date of June 1, 2013 © 2012 MTekO All Rights Reserved - required direction of slots in * Plate software PLATE 4 LATERAL BEARING location SIZE x / connector lates. p details available in MiTek 20/20 or upon request. The first dimension is the plate 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. BRACING LOCATION Indicated by symbol shown and /or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but =40 reaction section indicates joint MiTek Engineering Reference a ' Sheet: __ e MII -7473 rev. 02/26/2013 number where bearings occur. .■ Industry Standards: ANSI /TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB -89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 INTERNATONAL CODE COUNCIL MEMBER Permit No. /-5-d44.3 Date Requested '''''//g///3 Owner's Name SfiL-riONV Date Needed D9bp/ 0 Gen. Contractor S/9 L-r w /ten Subcontractor Contact Information fg,i,t', OttJC (.1 L. ..-1942- 1/6 / Project Address /4(25" 13 (2 f -ifri7 fl t.-; /e Scope of Work /1/14(i 5P- Inspector j. air-k-0 Date of Inspection 4-10 - 1 3 Inspection p, n Pass Fail ❑ Fee Inspection Pass ❑ Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee LEGAL NOTICE CITY OF TYBEE ISLAND VIOLATIONS) isatzigbilAskZ PERMIT NO. ___10-7,5/42,3 WHEREAS, VIOLATIONS OF THE CODE OF THE CITY OF TYBEE ISLAND HAVE BEEN FOUND, NOTICE IS HEREBY GIVEN THAT ALL PERSONS CEASE, DESIST FROM, AND STOP WORK AT ONCE ON ANY CONSTRUCTION, ALTERATION, REPAIR, OR FURTHER USE OF THESE PREMISES KNOWN AS UNTIL THE VIOLATION HAS BEEN CORRECTED AND APPROVED BY THE CITY OF TYBEE ISLAND. ALL PERSONS ACTING CONTRARY TO THIS NOTICE OR REMOVING OR MUTILATING IT ARE LIABLE TO SUMMARY ARREST UNLESS SUCH ACTION IS AUTHORIZED BY THE CITY OF TYBEE ISLAND. DATE 14° 3 INSPECTOR PHONE eilnadllgo SL 61. - 9 kk o; be- re. b, CC.r ii % 4'h L its b k,ci R k -N r I Vlefwe, b Whiirtel Re.ovota-5 i5 1ke, �r� l6 rs --h� `� ire, arY\i1(1-e �- j-1-1) be� ���t �er� PerMi�L C� k n� � 5CE�11D 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 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Frank Koncul Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1605 -B Chatham 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 7 of a subdivision of lot 10 & pt. lot 11, ward 6, Tybee Island A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 31 deq 59.588 min Long. W 80 deg 51.1840 min Horizontal Datum: ❑ NAD 1927E NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) sq ft a) Square footage of attached garage sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes E No d) Engineered flood openings? ❑ Yes E 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 13051C0326F B5. Suffix F B6. FIRM Index Date 9/26/08 B7. FIRM Panel Effective /Revised Date 9/26/08 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 13 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other /Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: ❑ CBRS ❑ OPA ❑ Yes E No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* E Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 E NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 6.7 E feet ❑ meters b) Top of the next higher floor 16.3 E feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) n /a. E feet ❑ meters d) Attached garage (top of slab) n /a. E feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building n /a. E feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6.1 E feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 6.3 E feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support n /a. E feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? E Yes ❑ No Certifier's Name J. Whitley Reynolds License Number 2249 Title Land Surveyor Company Name Add. Stephen enue S.• nature'-/ FEM City Savannah State GA ZIP Code 31405 Date 9/3/13 Telephone 912 - 352 -0464 orm 086 -0 -33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the responding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1605 -b Chatham Ave FOR INSURANCE COMPANY USE Policy Number: City Tybee Island State 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 Building under constructi Sign. ure Date 9/3/13 SEC N 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. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 —G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items 04 —G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1605 -b Chatham Ave Policy Number: City Tybee Island State GA ZIP Code 31328 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Front View August 29, 2013 FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. IFOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1505 -b Chatham Ave City Tybee Island State GA ZIP Code 31328 Policy Number: Company NAIC Number. I If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 IIITERN\T 9N L CODE COUNCIL MEMBER Permit No. j13 -0476_-3 Date Requested Owner's Name .6.7 /_.7Gd/AID Date Needed Gen. Contractor ,-5,eIL7 -tt) Subcontractor Contact Information jc'/'iJ< 2 f //10 Project Address /11 0S- 8 6-1 J �l "t H r�ry'1 f Scope of Work 4, 0 F Inspector Date of Inspection '/l <'% /i Inspection Pass JJ Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee A2 407N OSu[7 City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. I - 04163 Date Requested O f/L213 Owner's Name 5,4-11'pohdp Date Needed INTERNATIONAL CODE COUNCIL MEMBER 08/3 //3 Gen. Contractor Subcontractor 526, -r /igen1 IL ,C & Contact Information Qd 14TA p3 71 Project Address 23 /4'fJI/-/4M /41/E.-- Scope of Work Aft) f Inspector -71 t'l Date of Inspection Inspection r Pass I Fail Fee eP$� Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 r▪ um aim RIT▪ E RN! OTIRL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date of Inspection 117/13 Inspection Pass ;ail ❑ Fee i - / Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Ray Hord From: Michael Thomas <mthomas @thomasreel.com> Sent: Tuesday, August 06, 2013 9:44 AM To: Jonathan Leonard; Ray Hord Subject: FW: Tybee Jonathan, See attached for the e-mail I send out to Ray last wed. Michael I Thomas MEng,PE Thomas & Reel Engineering Consultants , Inc. 9100 White Bluff Road Building 300 Suite 306 Savannah Ga 31406 PO Box 15818 Savannah,Ga 31416 office 912 - 920 -0950 fax 912 - 920 -0948 cell 912- 272 -7068 mthomas(athomasreel.com www.thomasreel.com From: Michael Thomas [mailto:mthomas @thomasreel.com] Sent: Wednesday, July 31, 2013 2:05 PM To: 'Ray Hord' Cc: Jonathan Leonard (ileonard @totaldesignhhi.com) Subject: Tybee Ray, I left you a voice mail. After we spoke this morning the contractor called in reference to a deviation to the foundation as designed. As I indicated it is Ok to omit the wire cage as long as the required rebar is properly positioned. thanks Michael I Thomas MEng,PE Thomas & Reel Engineering Consultants , Inc. 9100 White Bluff Road Building 300 Suite 306 Savannah Ga 31406 PO Box 15818 Savannah,Ga 31416 office 912 - 920 -0950 fax 912-920-0948 cell 912- 272 -7068 mthomas(c�thomasreel.com www.thomasreel.com 2 onsaIlk INTERNATIONAL CODE COUNCIL MEMBER City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 Fax 912.786.9539 Permit No. Date Requested Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date Needed 6` ' , Subcontractor Inspection Date of Inspection Pass - 1444w/4-EA- -1 » %S PA E . Inspection Pass ❑ Fail 0 Fee b Inspection Pass ❑ Fail ❑ Fee Inspection Pass r--I Fail I--I Fee YATES -ASTRO TERMI' MI 'M n K 0 r1i 1E rRi & PEST CONTROL CO. P.O. Box 23313 SAVANNAH, GEORGIA 31403 (912) 651 -9000 DATE OF ORDER —1 -31- HELPER -io►i D-C \3 STARTING DATE / / CUSTOMER'S ORDER NO. PHONE 3a4- wic■ck Cov-6i MECHANIC c-k-A.0 BILL TO r.:( CUY \ IC■ V-./ ° \r•CUA ORDER TAKEN BY ADDRESS a 20 Lk_ y.\ 01 i g f 0 if\f ❑DAY WORK ❑ CONTRACT ❑ EXTRA CITY \ ! t JOB NAME AND LOCATION C C\ *rO Om k- 3 i C}-Cd� cry ( -UA- c > c�� JOB PHONE (S- \ \c1 DESCRIPTION OF WORK: ** PRETREAT ** SQ. FEET: t. GAL. USED: LINEAR FEET BLOCK VOIDS: GAL. USED: LINEAR FEET ► •': GAL. USED: LIN E T FOOTERS: \ S ? ice- Vic, -�ru GAL. SED: 3 C3 t� C' cocky -rS or L\ TOTA GALS. 3 FOOTER INS E: 1 2 D •'_ ---".. CRAWL: X TYPE OF SLAB: TECHNICIAN(S): TARGETED PEST: RENEWAL: SLAB:4F ,i-t d' CHEMICAL USED: (V UBTERRANEAN TERMITES 41)0A-41040 io,v DO NOT ALLOW RESIDENTS, TOTAL MATERIALS CHILDREN, OTHER PERSONS, OR TOTAL LABOR PETS INTO TREATED AREA UNTIL SPRAYS ARE DRY TAX DATE COMPLETED 3 WORK ORDERED BY TOTAL AMOUNT $ ❑ No one home Signature I hereby acknowledge the satisfactory completion of the above described work. ❑ Total amount due for above work; or ❑ Total billing to be mailed after completion of work City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. /3- a443 T3 Owner's Name r- ax4/1 .GtirtJ & Gen. Contractor Date Requested Date Needed a 7/a43 walk INTERNATIONAL CODE COUNCIL MEMBER 7) e1 {� r;, <. Subcontractor Contact Information Pt. / a sg I .) — 3 / , 7 Project Address Scope of Work Inspector Date of Inspection Inspection �1�, Pass Fail El Fee 4,g5 (#,A) AY/1441A AS Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: 1 w0 5 ?) C,1-44G1-1401 449e,- Release Date: L3 s 6p -R9t- Type of Release: 17 Temporary Permanent Permit # 13 -040 Electrician: 11/4- %GI L Phone # 3;3-31 larl Builder: f'-)11A)1Oh. c -or∎6- ,n,.-.\ Phone # i Phone # Owner: 2 Location Address: Type of Release: Electrician: Builder: Owner: Temporary Release Date: Permanent Permit # Phone # Phone # Phone # Planning and Zoning Jerris Bryant 912 - 472 -5033 TX Result Report P 1 07/24/2013 12:38 Serial No. CH35228060004 TC: 413314 Destination Start Time Time Prints Result Note 18888514411 07 -24 12:37 00:00:53 001 /001 OK Note MR: Timer TX. POL: Polling ORG: Original Size Setting FME: Frame Erase TX. MIX: Mixed Original TX. CALL: Manual TX: CSRC: CSRC. FWD: Forward. PC: PC -Fax. RLY: Double-sided MBX: ConfiidentDirection. , : BulletiinC1SIP rSIPnFax,FIPADR:FIP Address Fax,TX. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PI4 -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. Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1-888-74-8-6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: Type of Release: �Te m pora ry Permanent Release Date: 7L5 Permit # 73 Electrician: 1/11/1--Ic(,aDT44 Phone # L17 f= �7�1- FvJ1w7' {��r�� �,1L Builder: Phone # 398 - t t !o l Owner: Phone** Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone ft Builder: Phone # Owner: Phone # Planning and Zoning Jerris Bryant 912- 472 -5033 DATE ISSUED: 07 -22 -2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG -SF 1605 CHATHAM B SALTWIND CONSTRUCTION 2 SOUNDING POINT RETREAT SAVANNAH GA 31411 912 - 398 -1161 SALTWIND CONSTRUCTION 2 SOUNDING POINT RETREAT SAVANNAH GA 31411 1358 P $6,015.25 PIN #4- 0010 -04 -013 $135,800.00 J PERMIT #: 130463 TOTAL BALANCE DUE: $6,015.25 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: Ati-a4ut P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org /,2,oi.43 CITY OF TYBEE ISLAND Application for a New Construction Permit P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 • Fax 912.786.9539 ✓ pages 1 - 7 of permit application Required submittals: v 2 sets building plans ✓ 1 copy REScheck or COMcheck ✓ 1 copy certified survey showing existing ground elevations, flood zone(s), and trees • 3 sets certified hydrology, drainage and erosion control plans - ,/' $250 plan deposit (will be forfeited if project is abandoned) check # 12. 58 1,206 -� Street address Li s3 -✓aJ Olt -7 s`'t C. VA" 1e PIN # 1 t - Gb( O -- VZ'# -G t 3 S e V,.4- Lcz L � MAILING ADDRESS NAME PHONE Owner -`' CO & L�W i n CO tr \4 eb . q SO t-LOf �C' 0 k ek(eA -1 Home: Sl`� i r 1k Cell: Yi$ - i ((s, Architect or Engineer T cue,. t is ,ce,• 2a�0 9 t. 3bG 1 t3. °. tx LS &Le, 5 .' 44.4- 31 `r IL Office: °t t2. �iT_v. G 4'so Cell: Contractor Stiik0 c co ��� • l,lJ. 1 &um If�(� v1�(1� ���I office: S` tl t i Cell: M41i , I (L t Check all that apply: Details of project: New Construction II/Residential ❑ Other Single Family ❑ Duplex ❑ Commercial ❑ Multi- Family units Acc\ -l'i al (,posh ucAh O (n Estimated cost of construction: $ 1,s O[7 , G Construction type: t (select appropriate number below) 1. wood frame 3. brick veneer 5. steel & masonry 2. wood & masonry 4. masonry 6. other: Lot area 2,735 sq. ft. # buildings t # units t # floors P # bedrooms ?) # bathrooms . S # of egresses a An elevator is not an accepted means of egress. A copy of the contract may be requested. Height' the t20•+ Grz 07- Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of -idge; handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances. Total heated /cooled square footage 11'57.' 7 Flood Zone 13 AZ (AE or VE) Base Flood Elevation (3 As -built setbacks: Fro ....//.¢,.v..,tG__ Rear Design Flood Elevation (BFE + 1 -foot) M.s, L. Sides (L) l v•-cf‘ (R) lc� •- o'` Total driveway(s) width 2 ° &feet # of openings 1 Culvert? Swale? Number of off - street parking spaces - Number of trees to be removed no � A separate tree removal permit is required. 1 2/28/2013 RECEIVED During construction on -site restrooms wi I be p ovided bY( �t(� J 0�� C &"%feav\a-k . Construction debris will be disposed by IA k1 \143(->✓ by means of d +or Section 22 -169 — When active work ceases on the project for the day a SECURE COVER shall be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. I understand that I must comply with zoning, erosion control, building, fire, shore protection, and wetland ordinances, FEMA regulations, and all other applicable codes and regulations. I understand a foundation survey and certification letter are required as soon as the foundation is in place to ensure that the setback requirements will be met. I understand an Elevation Certificate — Building Under Construction is required immediately after lowest floor or flood proofing is completed. I realize that an as -built survey, Elevation Certificate — Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement, Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for third -party engineering services related to this project. I agree to construct/place all equipment such as air conditioning compressors, ducts, water heaters, furnaces, electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation + 1- foot). Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management requirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the property prior to any development activity, and what changes in stormwater flow will occur. A permit normally requires 7 to 10 business days to process. Signature of applicant: ; "_nuJ)- Printed name: rit,A 6, L Date: L- 11 -1_) The following will be completed by City of Tybee Island personnel. Zoning District — 2- Flood Zone A6 Approved zoning action? BFE 13 tti 0 ^r" -r LJr e...G 1 S-Q c-.S VCS. GUnCP� Verified street address '(o OS- 8 al\ 0A-0.11.• AV e, New If new, has it been reported to MPC, CRC, etc.? ;j' N.nn re Lae, Number of egresses? Z CO Average adjacent grade t . O feet Drainage and Erosion Control plans approved? \I e Approval Btiitdirigbffrcial Z. Water /Sewer Public Works Fire Chief Signatur j Pla/� &—Zoning Bldg . U4�; c 1 a1 4 135.30,0 V Existing ci e.4-e nn,.1 n,. - o.AL -cLi Sr. DFE '4 d 200 Date '7-t q - L'3 2 aSQC On FEES Permit Inspections Water Tap 314 CC Recovery Sewer Stub 4- Aid to Construction Engineering Plan deposit rid 'V15 7`f24 0'7 (0'10 2000 $So 135$ 3OZo.2.S TOTAL 1 (7(5: ZS- The following deficiencies are the most common on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the owner or his agent, they are their responsibilities. The two most common areas of deficiencies are for the two most basic BMPs on projects: Co — Construction Exit Sd1 — Sediment Barrier Correct installation information can be found in the Green Book and in the Field Manual for Erosion and Sediment Control in Georgia, which is available at: http://www.qaswcc.orq/docs/field manual 4ed.pdf. The Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O. Box 8024, Athens, Georgia, 30603. The telephone number is 706.542.3065. Their website is: http: / /gaswcc.georgia.qov /. Also see pages 9 through 12 of this packet. Attention to the Construction Exit is not limited to the installation, but must also include the material. Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the Construction Exit. Type A sediment barriers are not allowed where Type C is required as shown on the approved permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant: steel or wood posts, post spacing, Type C or A, etc. Past violations have resulted in: 1) Sediment discharge from the site which causes unsightliness, inconvenience to others, unnecessary cleanup, and Violation Notices. 2) Increased maintenance efforts by the Department of Public Works on downstream lines. 3) Due to item 2, higher costs to island taxpayers. While these deficiencies are not the only ones, they are the most common. Heeding the above cautions should result in fewer infractions. Downer Davis City of Tybee Island Consulting Engineer SIGNATURE OF ACKNOWLEDGEMENT Signature of contractor: Printed name: tq-Gt.i■ K Kpy\cu-i 3 February 2013 Date: l"1 ' (i CITY OF TYBEE ISLAND P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 • Fax 912.786.9539 Water Tap and Sewer Stub Application b C N .e►'e vq ti.-, Street address of project . — s 64 313 Le Plumbing company � j f SID b etc Kt Plumbing contact person & phone numbers i SO bit rG( h� c t0 1 Name of property owner(s) Rek 14'14 ( \v, No,-3t, Co, Phone numbers of pr erty owner(s) 5�1 ° 61 I � t� ' Mot t (( office cell Details of project e5 k. V- ACM / , C� X15 :h( (,t.C41 o cell Residential Commercial Enter the required number of water taps /meters and sewer stubs: WATER TAP /METER SEWER STUB Number Meter Number Stub of Taps Size of Stubs Size 1 3/A" —1— 4„ 1" 6" 1 -1/2" 8" 2" Unauthorized use of water prior to installation of a water meter is prohibited. Installation of lines and meters are the responsibility of the owner /contractor. Contact the Water /Sewer Department at 912.472.5051 for line and tie -in locations and for inspections. Contact the Planning & Zoning Department at 912.472.5030 to arrange for water meter pick up. It is the responsibility of the owner to establish a water /sewer account with the City. An application and deposit are required. Contact 912.472.5025. Signature of owner: a -. Date: _ ' I ((k,in K- cwt Printed name: Signature of contractor: :9 Printed name: , ( \C A t Date: 4 Ln - t 1 ( A SEPARATE PERMIT IS REQUIRED FOR INFRASTRUCTURE ALTERATIONS Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a separate permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Will the proposed project at street address of project ❑ Yes No -c y3 C. 4. 3!3 require an infrastructure alteration permit? Description of alteration: A site plan must be provided illustrating the planned alteration. City Design Standards and Specifications: Any alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will obtain a separate permit prior to performing any alteration in accordance with these provisions. Signature of contractor: '� � , Date: IR ' (1' 12,) Printed name: YO A 12, , �o C lint 5 CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: /S d 3 132% This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure. It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure beinq furnished and /or occupied. The owner and contractor are hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It may be revoked as circumstances dictate. ALL electrical wiring, service included, must be COPPER. NO aluminum allowed. Section 9- 050(B) Means shall be provided to disconnect all conductors from the service - entrance conductors. NEC 230.70 State Energy Code Affidavit I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact, with or without intention, of the permit issued which was based on the approval of this application. The owner will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections (building and site) have been approved. SIGNATURES for Temporary Electrical Service and State Energy Code AFFIDAVITS Signature of owner:' J I _A Printed name: (.11&-A K 6, Koir\c,LtA Signature of contractor: ,.sb / LC--_ Printed name: 6 Date: l 1 l Date: 10 - Subcontractor List Street address of project: 0 (-_,F)tvits, a IAA Akte 1 2 Provide the company name, business type, address, contact person, and phone numbers of all subcontractors. The City, of Tybee Island requires annual Contractor Registration for all contractors. 1. Company 1�'�l e �i �eG� ; Business type ji t eC +Y i (�Gl\ Address i d 163 ,{% Y ik S60 a NA' I ICe1I number log Contact person 't)(', eNt ge./t ` Office number 2. Company A CCjAS C�" �10 n Business type .V Address 1 vi't et,r l €ia t'r("_';,1 -.Cell number Contact person D i e. )1:6 Office number 3. Company t7 bet- %- 1-■ tAIN\ (\C7 Business type t/ t CtM OCr Address 6 ( iln gri 6 C - C Contact person 1 6 M So h6- kA- Y- 4. Company C O Yl Address t7 b V(I f�CL/Cell number Contact person /.cbVniY\ • �l 5. Company 47errit -S k t +1n Address t f7 C e&C C 11(W)0( Contact person f 11iX L' r� +'if(4,( Office number Business type Cell number �c�42 Office number 1(� 6. Company Address Contact person n Business type 14(.1)(71 I f, 41. I Cell number Office number 1 2-2- Business type Cell number Office number Attach additional sheets if needed. 7 Dianne Otto From: Jerris Bryant Sent: Tuesday, July 02, 2013 4:36 PM To: Dianne Otto Subject: FW: Chatham Avenue Addresses FYI From: Jimmy C. Brown Sent: Tuesday, July 02, 2013 4:01 PM To: Jerris Bryant Subject: Chatham Avenue Addresses Jerris, The House Numbers assigned for Chatham Avenue New Construction: Frank Koncul 1605 B Chatham Avenue Michael Roach 1605 C Chatham Avenue Nc6 Generated by REScheck -Web Software Compliance Certificate Project Title: Back River Cottage Energy Code: Location: Construction Type: Project Type: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 2009 IECC Chatham County, Georgia Single Family New construction 12% 1999 2 Owner /Agent: Designer /Contractor: Compliance: Passes using UA trade -off Compliance: 37.6% Better Than Code Maximum UA: 439 Your UA: 274 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Maximum SHGC: 0.30 Your SHGC: 0.27 Assembly Gross Cavity Area or R -Value Perimeter Cont. Glazing UA R -Value or Door U- Factor Ceiling: Flat or Scissor Truss Wall: Wood Frame, 16in. o.c. Window: Vinyl Frame, 2 Pane w/ Low -E SHGC: 0.27 Door: Solid Floor: All -Wood Joist/Truss Over Uncond. Space 838 2300 282 32 665 30.0 19.0 30.0 0.0 0.0 0.0 0.330 0.330 29 119 93 11 22 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been o • •o meet the 2009 IECC requirements in REScheck -Web and to comply with the mandatory requirements listed in the R : �. pection Checklist. -5s. ...,* ; o —. c-Jc s Name - Title c .2e.t3 Date Project Title: Back River Cottage Report date: 07/01/13 Data filename: Page 1 of 4 Generated by REScheck -Web Software Inspection Checklist Energy Code: 2009 IECC Location: Chatham County, Georgia Construction Type: Single Family Project Type: New construction Glazing Area Percentage: 12% Heating Degree Days: 1999 Climate Zone: 2 Ceilings: ❑ Ceiling: Flat or Scissor Truss, R -30.0 cavity insulation Comments. Above -Grade Walls: ❑ Wall: Wood Frame, 16in. o.c., R -19.0 cavity insulation Comments. Windows: ❑ Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.330, SHGC: 0.27, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break's Yes No Comments. Doors: ❑ Door: Solid, U- factor: 0.330 Comments. Floors: ❑ Floor: All -Wood Joist/Truss Over Uncond. Space, R -30.0 cavity insulation Comments. Floor insulation is installed in permanent contact with the underside of the subfloor decking. Solar Heat Gain Coefficient: ❑ Solar Heat Gain Coefficient (SHGC) values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs /showers, and in openings between window /door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather- stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ❑ Wood- burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7 ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air - permeable insulation and breaks or joints in the air barrier are filled or repaired. Project Title: Back River Cottage Report date: 07/01/13 Data filename: Page 2 of 4 (b) Ceiling /attic: Air barrier in any Ted ceiling /soffit is substantially aligned with insulatir id any gaps are sealed. (c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (f) Corners, headers, narrow framing cavities, and rim joists are insulated. (9) Shower /tub on exterior wall: Insulation exists between showers /tubs and exterior wall. Materials Identification and Installation: u Materials and equipment are installed in accordance with the manufacturer's installation instructions. Li Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. Duct Insulation: u Supply ducts in attics are insulated to a minimum of R -8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R -6. Duct Construction and Testing: • Building framing cavities are not used as supply ducts. Li All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction. Metal duct connections with equipment and /or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). u Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 108.4 cfm (8 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 162.6 cfm (12 cfm per 100 ft2 of conditioned floor area). (3) Rough -in total leakage test with air handler installed: Less than or equal to 81.3 cfm (6 cfm per 100 ft2 of conditioned floor area). (4) Rough -in total leakage test without air handler installed: Less than or equal to 54.2 cfm (4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: u Where the primary heating system is a forced air - furnace, at least one programmable thermostat is installed to control the primary heating system and has set - points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. u Heat pumps having supplementary electric- resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: u Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. O For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R -2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: u HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -3. Swimming Pools: u Heated swimming pools have an on /off heater switch. Li Pool heaters operating on natural gas or LPG have an electronic pilot light. Project Title: Back River Cottage Report date: 07/01/13 Data filename: Page 3 of 4 " Timer switches on pool heaters 2 umps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and /or waste- heat - recovery systems. u Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R -12. Exceptions: Covers are not required when 60% of the heating energy is from site- recovered energy or solar energy source. Lighting Requirements: O A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T -8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: Li Snow- and ice - melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c'). Certificate: O A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space- conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Back River Cottage Report date: 07/01/13 Data filename: Page 4 of 4 2009 IECC :nergy al Efficiency Certificate Insulation Rating R -Value Ceiling /Roof Wall Floor / Foundation Ductwork (unconditioned spaces): 30.00 19.00 30.00 Glass & Door Rating U- Factor SHGC Window Door 0.33 0.33 0.27 NA Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date. Comments: ;i I Y Ur I Y13tt ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328 -2749 Ph (912) 786 -4573 FAX (912) 786 -5832 Vendor # : Issued to: 01- 002055 DAVIS ENGINEERING, INC P 0 BOX 1663 T Y B E E I S L A N D , GA 3 1 3 2 8 F.O.B. Point - Tybee Island, GA PU ^CHASE ORDER PO Number: 14_23519 This number must appear on a re ated correspondence, shipping papers and invoices. Date: Ship to: 0 7 / 2 2 / 2 0 1 Requisition # : 1 4 - 2 3 5 1 CITY HALL 403 BUTLER AVENUE T Y B E E I S L A N D , G A 3 1 3 2 8 Terms - Net 30 days LINE UNITS DESCRIPTION PRICE AMOUNT 1 0.00 Eng - New SF - 1605B Cha 100 - 7220 -52 -1203 Davis Engineering, Inc. invoice #21303901 dated 07/18/2013 for engineering on new SF at 1605B Chatham Avenue for Frank Koncul (Saltwind Construction) Purchase Order void after 90 days. 0.00 306.25 Special Instructions: I agree to provide the items /services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date TOTAL 306.25 Authorized by For the City of Tybee Island Date LAIA DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.com July 18, 2013 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Invoice # 21303901 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: 2 Sounding Point Retreat / 1605 Chatham Ave. July 5, 2013 July 12, 2013 July 18, 2013 1.00 hour 0.25 0.50 Site visit and review Met w /Engineer Final review and concurrence 1.75 hours @ $175/hr. = $306.25 o� _ `122o- 52-I 2ro3 c);i/wvJ )ct'' /3 -p463 Po /4 -A3576) DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.comt July 18, 2013 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: 2 Sounding Point Retreat / 1605 Chatham Ave. Dear Ms. Otto: The drainage design provided by the Engineer is not routine as would be expected for such a challenging drainage condition. The plan must be carefully followed and implemented for final acceptance unless Tybee subsequently accepts an alternate plan. RECEIVED Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that this drainage plan should meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, Sji Downer K. Davis, Jr., P.E. President 2130390B Dianne Otto From: Dianne Otto Sent: Friday, July 05, 2013 4:58 PM To: 'lahbos @bellsouth.net' Subject: FW: 2 Sounding Point Retreat Attachments: photo 1.JPG; photo 2.JPG; photo 3.JPG Mark - See below and attachments. This is for 1605 Chatham Avenue / Frank Koncul / Saltwind Construction. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 Original Message From: Downer Davis [mailto:dkdbus @me.com] Sent: Friday, July 05, 2013 4:55 PM To: Dianne Otto Subject: 2 Sounding Point Retreat The following is a summary of my phone discussion with Mark Boswell earlier today on the drainage plan for the above referenced lot. The berming he proposed today will not be permitted as drawn. The east side berm blocks runoff from the lot the east. Even without it the berm on the west side would block runoff and possibly cause it to back up onto the lot to the east. By copy of this email, I'm repeating my request to classify the soil and present the permeability / perc rate. Neither Mark or I are aware of a drainage plan that this subdivision was to have followed. I do agree with Mark that drainage appears to have two very general outfalls: 1) Along the 10' lane towards the dunes. 2) Along the rear of the lots towards the dunes. At least this is the pattern along this lot, the vacant one to the west and the developed lot to their north. I did not walk beyond the vacant lot to the west. Mark advised that with the restrictions that exist, the best he could do is to provide a slight depression at the rear and sides of this lot and utilize the two drainage outfalls that exist at the lane and the rear. I have to accept Mark's position on this. With that, I've advised Mark that I'm waiting on his revised submittal. As that changes the drainage design, I'm waiting on a complete new submittal. Downer Davis 912 695 -7262 1 3 DESIGN CALCULATIONS AND HYDROLOGY REPORT FOR THE Saltwind Construction Project 1605 Chatham Avenue Tybee Island, Georgia FOR Saltwind Construction (Frank Koncul) 2 Sounding Point Retreat Savannah, Georgia 31411 June, 2013 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912- 897 -6932 LAHBOS @BELLSOUTH. NET SAGIS AND VICINITY MAP s Map Text Buildings A11; A15 21 f, - / , 134... 4-s- • I , I .41 AC -‘,/ A21; A25 A30; A31; A35; A85; A81 A63 Savannah Area GIS A40; A41; A44; A45 A50; A51 A60; A61; A62; A64 A70; A71; A73 Parcels Chatham - County 1:2,400 0 Interstates US Highways Labels Labels Free Ways State/US Labels Highways Labels 120 ,Feet 240 State Highways Labels Parcels OBJECT ID: Shape: PIN: NAME: ADDRESS 1: ADDRESS 2: ADDRESS 3: CITY: STATE: ZIP CODE: MUN_CODE: LAND UNITS: LAND DEPTH: LAND TYPE: LAND VALUE: SALE PRICE: SALE_YY: SALE MM: SALE DD: APC_CODE: COMM CAT: AGENT: LEGAL 1: LEGAL 2: ZONING: ADTAB TAD: GDATA_EZ: TCR_DATE: CALCAC: ZIPCODE: ZONEID: Zoning Description: ALDERID: COMMID: Neighborhood Description: Landuse Description: FLOODID: Elementary School: Middle School: High School: Voting Precinct: PROP_ADDRE2: STNUM: STSHORTNAM: STPREFIX: STUNIT: STNAME: FULLADDRESS: Shape_Length: 39395 Polygon 4-0010 - 04-013 HOGAN THOMAS JOHN SR 212 CATALINA AVE TYBEE ISLAND GA 31328 4 2820 47 SF 120600 0 2006 06 29 LOT 7 SUB OF LOT 10 AND SOUTH ST HALF LOT 11 WARD 6 TYB R2 5/11/2012 0.063309 31328 R -2 One and Two Family Residences 0 4 T189 TYBEE BACK RIVR Residential V L AE HOWARD ELEMENTARY COASTAL Islands 4-11C CHATHAM AVE TYBEE ISLAND Null CHATHAM Null Null CHATHAM CHATHAM AVE 215.753576 Shape_Area: 2757.750949 PROP_ADDRESS: CHATHAM AVE TYBEE ISLAND STREET_LIGHTING: NEIGHBORHOOD_ CODE: 20189 LAND_FRONTAGE: 60 REAL_ESTA ITE_VALUE: 120600 BUILDING_ VALUE: 0 PROP_CLASS_CODES: R LAND_USE_CODE: 91 TRANSIT CODE: 0 TOTAL ASSESSMENT: 48240 SALE OR_BOOK: 310I SALE_OR_PAGE: 0445 BASE_YR_VALUE: 0 BASE_YR_VAL_CPI: 0 CAMA_LAND_VALUE: 120600 CAMA_MISC_VALUE: 0 CAMA_BLDG VALUE: 0 CAMA_TOTALVALUE: 120600 CHTXFER_FILLER• Null ADTAB_TAD_BYV: 0 ADTAB_EZONE: Owner Name: HOGAN THOMAS JOHN SR wluriluuue Sec. 3 -090. - Schedule of development regulations. A. Schedule of residential district dimensional requirements. Page 1 of 2 Zoning District Minimum Lot Area (square feet) Minimum Yard Setback Distance (feet) Maximum Structure Height Limits (feet) — Single- Family Two- Family Multi Family Front Rear Side — R -1 12,000 Not permitted Not permitted 20 20 10 35 R -1 -B 6,600 Not permitted Not permitted 20 10 10 35 R -2 4,500 6,750 Not permitted 20 10 10 35 RT 7,000 8,000 8,000 buildable to20 80% of the property exclusive of the setbacks 20 10 35 (1) In any residential district (R -1, R -I -B, R -2 and RT) where the average front setback distance for existing buildings on all lots located wholly or partly within 200 feet to each side of any lot, and within the same zoning district and fronting on the same side of the same street and on the same block as such lot, is less than the minimum setback required in such zoning district, the front setback on such lot may be less than the required setback but not less than the existing average setback distance for all lots within 200 feet to each side, provided that in no case shall the front setback on new construction be less than ten feet. When lots within 200 feet on each side are vacant such vacant lots shall be considered as having the minimum required setback for the purpose of computing an average setback distance. When existing structures on lots within 200 feet on each side exceed minimum front setback required in such zoning district, the required setback shall be used for the purpose of computing an average setback distance. See illustration and table for visual clarification. See illustration and table for visual clarification. B. 200' " 2oty 60' 90' 60' 60' 60' 60' 60' r r -1 -r r -r ;ao A Vacant R-2 lot B C D E G sheet A 18' A 18' B 20' B 20' C 16' C 16' E 14' E 16' F 20' F 20' G N/A G N/A 178 10 = 17.8' front setback allowed on Lot D Schedule of commercial district dimensional requirements *. http:// library. municode .com /print.aspx ?h= &clientID= 14104 &HTMRequest =http %3 a %2£.. 6/26/2013 REPORT HYDROLOGY REPORT For The New Residence 1605 Chatham Avenue Tybee Island, Georgia SITE NARRATIVE AND SITE CONDITIONS The existing site is vacant with no trees and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project will be the construction of a new residential structure and will have grading and utilities. The total site is approximately 0.06 acres with the new project being approximately 0.04 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. The existing drainage area consists of 0.06 acres and has a diverse drainage pattern but drains predominantly to the southwest corner of the property. The existing storm water run -off volume currently leaving the site will be the maximum allowed to impact any adjacent property during post developed storm events. POST DEVELOPMENT SITE CONDITIONS The proposed site contains one drainage area but is divided by placement of the structure into two areas. New drainage is collected on site into a depressed area and is prevented from impacting adjacent properties by the use of a landscape berm or timber retaining wall. Swales will not be utilized on this project. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre - development and post- development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE - DEVELOPMENT RUN -OFF COEFFICIENT = SEE EXHIBITS POST - DEVELOPMENT RUN -OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE - DEVELOPMENT SLOPE = SEE EXHIBITS POST DEVELOPMENT SLOPE = SEE EXHIBITS TIME OF CONCENTRATION PRE - DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST - DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff, which is encountered due to new impervious area is displayed in the summary table at the end of this report. Run -off calculations accompany this report. CW CALCULATIONS FRANK KONCUL -- 1605 CHATHAM -- CW CALCULATIONS E -DA - CW PRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.0 AC. PERVIOUS AREA = 0.06 AC TOTAL = 0.06 AC (0.95x0.0) + (0.25x0.06) /0.06 = 0.25 N-DA - CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.01 AC. PERVIOUS AREA = 0.05 AC TOTAL = 0.06 AC (0.95x0.01 ) +(0.25x.05)/0.06 =0.49 DRAINAGE EXHIBITS MARY S. DICKEY 6 +46.88' may. DB 204 K 565 CMF P +6' BENCHMARK NAIL IN 14 "PALM ELEV 7.75 NAVD 1988 � O +6r EDA IMP = O.00AC PER = 0.06 AC TOT = 0.00 AC Cw = 0.25 CMF +66 49 °46'13' 46.99' P O P P _ t 6 - --- + _�64 / N / / \6' \ +4' \ 6• ' L0 T 7 +6> CO / 1 ,• — by / t / +6> 5' INGRESS & EGRESS ESMT. S 49 °42'12 "W LOT 2 .W co rh co +6 CMF 6> +6 CMF 47.00' S 49 °42'12 "W LOT 1 MARY S. DICKEY DB 204 K 565 4346.88' Imo- - -- n BENCHMARK NAIL IN 14"PALM ELEV 7.75 NAVD 1988 +6. 49 °46'13" 1. _ O P 46.99' +62 10' BSL / I / I , NDA IMF' =0.01 AC PER = 0.05 AC TOT = 0.0G AC Cw = 0.49 0/ 0/ 5' INGRESS & EGRESS E3111T. S 49 °42'12 "W +' LOT 2 47.00' +60 Ciff S 49 °42'12 "W +Go LOT 1 EXISTING HYDROGRAPHS 1 \=;f/t%. 2 3 4 5 6 Project: FRANK - 1605 -E- HYDRO. GIINV SAVANNAH.IDF 6 hyd's 06 -25 -2013 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 Rational 0.08 1 5 3,529 2 - -- - - - -- -- FRANK KONCUL - 160 2 Rational 0.09 1 5 4,047 5 - -- -- - - -- FRANK KONCUL - 160 3 Rational 0.10 1 5 4,405 10 -- - - -- FRANK KONCUL - 160 4 Rational 0.11 1 5 4,859 25 - - -- - - - -- - - -- FRANK KONCUL - 160 5 Rational 0.12 1 5 5,247 50 --- - - -- FRANK KONCUL - 160 6 Rational 0.13 1 5 5,571 100 -- - -- - - - -- FRANK KONCUL - 160 Proj. file: FRANK - 1605- E- HYDRO.GFEINfile: SAVANNAH.IDF Run date: 06 -25 -2013 Hydrograph Plot English Hyd. No. 1 FRANK KONCUL - 1605 -E- HYDRO -2 -YEAR Hydrograph type = Rational Peak discharge = 0.08 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 5.45 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.10 0.08 to 0.06 a 0.04 0.02 0.00 0 5 10 'I - Rational - 2 Yr - Qp = 0.08 cfs Total Volume = 3,529 cuft Time (hrs) / Hyd. 1 15 20 25 Hydrograph Plot Hyd. No. 2 FRANK KONCUL Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve - 1605 -E- HYDRO -5 -YEAR = Rational = 5 yrs = 0.1 ac = 6.25 in = SAVANNAH.IDF Peak discharge = 0.09 cfs Time interval = 1 min Runoff coeff. = 0.25 Time of conc. (Tc) = 5 min Reced. limb factor = 287 English 2 - Rational - 5 Yr - Qp = 0.09 cfs Total Volume = 4.047 cuft 10 Time (hrs) Hyd. 2 Hydrograph Plot English Hyd. No. 3 FRANK KONCUL - 1605 -E- HYDRO -10 -YEAR Hydrograph type = Rational Peak discharge = 0.10 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 6.80 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.15 0.10 N o a 0.05 0.00 0 5 10 Total Volume = 4,405 cuft 3 - Rational -10 Yr - Qp = 0.10 cfs Time (hrs) / Hyd. 3 15 20 25 Hydrograph Plot English Hyd. No. 4 FRANK KONCUL - 1605 -E- HYDRO -25 -YEAR Hydrograph type = Rational Peak discharge = 0.11 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 7.50 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.15 0.10 V a 0.05 0.00 0 5 10 4 - Rational - 25 Yr - Qp = 0.11 cfs Total Volume = 4,859 cuft Time (hrs) Hyd. 4 15 20 25 Hydrograph Plot English Hyd. No. 5 FRANK KONCUL - 1605 -E- HYDRO -50 -YEAR Hydrograph type = Rational Peak discharge = 0.12 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 8.10 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.15 0.10 CO Q a 0.05 0.00 0 5 10 Total Volume = 5,247 cuft 5 - Rational - 50 Yr - Qp = 0.12 cfs Time (hrs) Hyd. 5 15 20 25 Hydrograph Plot English Hyd. No. 6 FRANK KONCUL - 1605 -E- HYDRO - 100 -YEAR Hydrograph type = Rational Peak discharge = 0.13 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 8.60 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.15 0.10 U) C.) 0.05 0.00 0 5 10 Total Volume = 5,571 cuft 6 - Rational -100 Yr - Qp = 0.13 cfs Time (hrs) i Hyd. 6 15 20 25 1 4) DsE-r- 2 3 4 5 6 Project: FRANK - 1605- N- HYDRO.GPWIDF: SAVANNAH.IDF 6 hyd's 06 -25 -2013 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 Rational 0.16 1 5 6,918 2 - - -- - - -- - - -- FRANK KONCUL - 160 2 Rational 0.18 1 5 7,933 5 — - - -- - - -- FRANK KONCUL - 160 3 Rational 0.20 1 5 8,633 10 - -- - - -- - - - -- FRANK KONCUL - 160 4 Rational 0.22 1 5 9,523 25 -- - - -- FRANK KONCUL - 160 5 Rational 0.24 1 5 10,284 50 - -- - - - -- -- FRANK KONCUL - 160 6 Rational 0.25 1 5 10,920 100 - -- - - - -- FRANK KONCUL - 160 Proj. file: FRANK - 1605- N- HYDRc.CIONfile: SAVANNAH.IDF Run date: 06 -25 -2013 Hydrograph Plot English Hyd. No. 1 FRANK KONCUL - 1605 -N- HYDRO -2 -YEAR Hydrograph type = Rational Peak discharge = 0.16 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.49 Intensity = 5.45 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.20 0.15 1 - Rational - 2 Yr - Qp = 0.16 cfs Total Volume = 6,918 cult 0.05 0.00 0 5 10 Time (hrs) Hyd. 1 15 20 25 Hydrograph Plot English Hyd. No. 2 FRANK KONCUL - 1605 -N- HYDRO -5 -YEAR Hydrograph type = Rational Peak discharge = 0.18 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.49 Intensity = 6.25 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.20 0.15 0.10 0.05 0.00 0 5 10 2 - Rational - 5 Yr - Qp = 0.18 cfs Total Volume = 7,933 cuft Time (hrs) i' Hyd. 2 15 20 25 Hydrograph Plot English Hyd. No. 3 FRANK KONCUL - 1605 -N- HYDRO -10 -YEAR Hydrograph type = Rational Peak discharge = 0.20 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.49 Intensity = 6.80 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.20 0.15 Total Volume = 8,633 cuft 3 - Rational -10 Yr - Qp = 0.20 cfs 0.05 0.00 0 5 10 Time (hrs) Hyd. 3 15 20 25 Hydrograph Plot English Hyd. No. 4 FRANK KONCUL - 1605 -N- HYDRO -25 -YEAR Hydrograph type = Rational Peak discharge = 0.22 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.49 Intensity = 7.50 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.25 0.20 co 0.15 a 0.10 0.05 0.00 0 5 10 Total Volume = 9.523 cuft 4 - Rational - 25 Yr - Qp = 0.22 cfs Time (hrs) / Hyd. 4 15 20 25 Hydrograph Plot English Hyd. No. 5 FRANK KONCUL - 1605 -N- HYDRO -50 -YEAR Hydrograph type = Rational Peak discharge = 0.24 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.49 Intensity = 8.10 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.25 0.20 Total Volume = 10,284 cult 5 - Rational - 50 Yr - Qp = 0.24 cfs 0.05 0.00 0 5 10 Time (hrs) /r Hyd. 5 15 20 25 Hydrograph Plot English Hyd. No. 6 FRANK KONCUL - 1605 -N- HYDRO - 100 -YEAR Hydrograph type = Rational Peak discharge = 0.25 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.49 Intensity = 8.60 in Time of conc. (Tc) = 5 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 287 0.30 0.25 0.20 co 4— 0.15 0.10 0.05 0.00 0 Total Volume = 10,920 cuft 6 - Rational -100 Yr - Qp = 0.25 cfs 10 Time (hrs) i Hyd. 6 15 20 25 FEMA SITE Connt ZONE VA/b.�•/ ted.Ar a� (EL 18) 30 \ \ \ \y .•�' •ZONE VE • ZONE AE (EL 14) FLOOD HAZARD INFORMATION IS NOT SHOWN ON THIS MAP IN AREAS OUTSIDE OF CHATHAM COUNTY 250 0 MAP SCALE 1" = 500' 500 1000 FEET METEF NF�I I PANEL 0326F II FIRM FLOOD INSURANCE RATE MAP CHATHAM COUNTY, GEORGIA QIII AND INCORPORATED AREAS W PANEL 326 OF 455 _, (SEE MAP INDEX FOR FIRM PANEL LAYOUT) I CONTAINS: .II CQM 6VNrtV NUMBER PANEL SUFFIX CHATHAM COUNTY 130030 0326 F TYBEEISIANO, CTTYOF 135164 0326 F • nits NAP INCLUDES BOUNDARIES OF lNE COAST. RAMER ,00 RESOURCES SKI. ESTABLISHED MO. THE SUBSEQUENT BARRIER RESOURCES OCT OF 1597 /MICR SUBSEQUENT ENABLING LEGS/ATOM III I LL�I Notice to User The Map Number shone below should be used when placing map orders; the Community Number shown above should be ��l�gggg���I �II' used on insurance applications for the subject community. ®_ MAP NUMBER z 13051C0326F EFFECTIVE DATE SEPTEMBER 26, 2008 IIIIIII Federal Emergency Dlanagement Agency , This is an official copy of a portion of the above referenced flood map. R was extracted using F-MFT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title dock. For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at vnwo.msc.fema.gov SOILS 31'59'38' 3? 59' 3T 513750 Soil Map —Bryan and Chatham Counties. Georgia N mA Map 5rale 1:1.310 if printed on A sae (8.5" x 1?) sheet. 15 30 60 50 100 USDA Natural Resources l Conservation Service 200 Meters 90 Feet 300 1 513870 513800 513930 513960 Web Soil Survey National Cooperative Soil Survey 513990 6/25/2013 Page 1 of 3 Soil Map -Bryan and Chatham Counties, Georgia MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Units Special Point Features V.r Blowout X X �4. 51 O Sr 6 Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Gunny Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot fN * Very Stony Spot Wet Spot Other Special Line Features Gully . Short Steep Slope Other Political Features O Cities Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads N Local Roads MAP INFORMATION Map Scale: 1:1,310 if printed on A size (8.5" u 11 ") sheet The soil surveys that comprise your AOl were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http :lAvebsollsurvey.nres.usda.gov Coordinate System: UTM Zone 17N NAD83 This product is generated from the USDA -NRCS certified data as of the version date(s) listed below. Soil Survey Area: Bryan and Chatham Counties, Georgia Survey Area Data: Version 7, Mar 28, 2011 Date(s) aerial images were photographed: 9/5/2007 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. tr!SDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/25/2013 Page 2 of 3 Soil Map —Bryan and Chatham Counties, Georgia Map Unit Legend Bryan and Chatham Counties, Georgia (GA613) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Cuc I Chipley -Urban land complex W Water Totals for Area of Interest 7.61, 1.3 9.0 85.0% 15.0% 100.0% USDN Natural Resources Web Soil Survey 6/25/2013 "III Conservation Service National Cooperative Soil Survey Page 3 of 3 BEST,Inc Bradshaw Environmental Soil Technology, Inc. P. O. Box 88. Rincon, Georgia 31326 Office: 912 -826 -2573 cell: 912 -665 -0485 fax: 912 - 826 -2573 1EtE.�VED Ksat Report County: Chatham Date: 9- Jul -13 Pin No: Owner: Saltwind Construction Phone No:398 -1161 Mailing Address: Frank Koncul, 2 Sounding Point Retreat. Savannah, Georgia 31411 Site Location Address: 1605 Chatham Avenue Lot No: Map Scale: 1 inch = feet SOIL PROPERTIES SOIL SERIES location slope Absorption Rate (minuteslinch) Depth to Seasonal High Water Table (inches) Suitability Code Fill material over natural soil (inches) Chipley A 0 10 36 C 24 Chipley B 0 10 36 C 18 Chipley C 0 10 36 C 12 SUITABILITY CODE DESCRIPTION AND NOTES C - Due to water table, flooding, or drainage problems, there is a high probability of failure for standard septic systems J - These soils commonly have percolation rates that are too slow for installation of a conventional on -site system without special design or installation. Non - conventional system design and installation must be approved by the local Environmental Health Specialist F - Normally considered unsatisfactory for use for conventional absorption fields. Actual Measured Data (see attached tables) Location Depth minuteslinch raw flow rate: inches /hour Kfs inches per hour Kfs gpd/ft.sq. A 24 0.33 30.58 12.63 188.87 B 18 1.28 7.99 '3.3 „ 49.32 C 18 0.6 16.99 7.02 104.92 Location A percolation test was in the coarse sand subsoil. Location B percolation test was in the disturbed fill material. Location C percolation test was in the medium sand natural soil. The raw flow rates part of the attached table should be used in design of storm water detention areas. Disclaimer: The actual measured data is site specific and only represents the actual designated location on this report. All measurements are based on the original undisturbed soil unless otherwise stated. SIGNED: % _ -• j� � CIF/ { PT. LOT II NARY S DICKEY 39 204 K 565 _.9ENCHUARK NAIL IN 14 "PAL1 ELEV 775 NAND 1988 N 49•18'24"E •' +74688' 49'48131. ° 46.99' .' a ,9/° 3,/'' I \ Ns' - -6 -Iii- - - - - H I p/ * \ / I la^ A �cai ' „(__,,,,,,,,6 ' s a i' j • .4' LOT S /° / LOT 7 ` ;I LOT 6 / `° / // ( z i. ry% ' v r / ©I r - e e o I, N E91 5. WOKE= it EGRESS EGR C. OAF cl6' cuF S 40•39'331( 46.68' S 49'42'121F 47.00. S 49•4212"YF 47.00. •[`OT 3 LOT 2 LOT I DATE July 9, 2013 START TIME 8:24 AM LOCATION 1605 Chatham Avenue PROJECT Saltwind Construction END TIME 9:13 AM SITE NUMBER DATA SET # A TEST DEPTH 24 inches Saturated Hydraulic Conductivity / steady three dimensional flow Kfs CALCULATIONS FOR SANDY SOILS cell where you add information cells with coefficients cells which run calculations answers precise volume with constant head Coefficients used to determine the value of G Al A2 A3 A4 Lamda C (cm.) 0.079 1 ' h (cm)/r(cm) 0.516 2 1 h/rsquared -0.048 3.1416 pie 14.60631 hrr cubed 0.002 62832 2Xpie 2.8 ti 0.159355 ldivided by 2 X pre 1.0827311 formula value of G 0.1723216 head ht. (in.) 1 5374932 conversion factor from contact area (in.) to move to 1 square foot square inches in 1 fool square inches of contact area for entire wetted area square cm of contact area for entire wetted area It of cm per f inch cubic cm or ml in 1 inch slice ft oz per ml oz per 1 linear inch of drop based on hole geometry hole radius (in.) 144 hole diameter (In) 128 fl oz. Per gal hole diameter (cm) radius squared (in) head ht (cm) 13 97 32 66123 radius squared (cm) 2.54 hole radius(cm) 23456 3 total ml displaced 260 62 . run time in min. 111182r, total oz. Displaced 0.033514 inches displaced * 781. , ' cubic cm per min - � s cubic cm flow /E 21 .1 102 6085 pre X radius squared hd htx Iamda c 39.116 195 1609 hd Ht. Squared (units of length) cm. (G) geometric factor x pie x radius squared (G) geometric factor x pie x radius squared 17.68166267 17,6816627 Kfs cm /min x'5347477 Kfs cm per hr. Kfs cm per day Kfs inches per hour Kfs inches per day Kfs inches per week Kfs gal per hr per 82 Kfs gal per day per ft2 J32.084884 60 min in 1 hour product I 2 212235396E 11.03747451p/cc/not 14.249 7099 product I7r 0 03673 1440 min. in I day 12 631836 24 hour in 1 day gal per inch per 82 days per week raw flow rates (Q) based on flow and contact 303.16407 0.623 7 o min./inch (tett) :2122.1485r 451 gal per day per square foot inches per day inches per week inches per hour ' 7 8696339 734 0279 ` 188 87121 5 139 795 30 5845 Knng ver. 3.8 DATE July 9, 2013 START TIME 8:25 AM LOCATION 1605 Chatham Avenue PROJECT Saltwind Construction END TIME 9:40 AM SITE NUMBER DATA SET # B TEST DEPTH 18 inches Saturated Hydraulic Conductivity / steady three dimensional Kts CALCULATIONS FOR SANDY SOILS flow contact area foot area for area for entire 1 inch slice of drop based cell where you cells with coefficients cells which run answers precise volume to 1 square foot area (units of length) factors pie x radius add information calculations with constant head cm squared product Kring ver 3 8 Coefficients used to determine A 1 A2 .43 A4 Lamda C (cm.) the value of G h (cm) /r (cni) h/r squared hit cubed formula value of 0 0.079 1 0.516 2 - •r • -0.048 3.1416 pie 14.60631 (in) to move entire wetted wetted area on hole geometry hd Ht. Squared (G) geometric product. 0.002 6.2832 2 X pre 2.8 0.01158 1.0877311 0.1721216 head ht. (in.) hole radius (in) hole diameter (in) hole diameter (cm) head ht. (cm) hole radrus(cm) run lime in min inches displaced ` cubic cm flow / E 21 .,. ._ 5;,;7 2 25 fl oz. Per gal radius squared (in) radius squared (cm) total ml displaced total oz. Displaced cubic cm per min X radius squared hd ht x lamda (G) geometric factor x pie x radius squared min in 1 hour min. in 1 day hour in 1 day gal per inch per ft2 days per week conversion factor from square inches in 1 square inches of contact square cm of contact z of cm per 1 inch cubic cm or ml in fl oz per ml oz per 1 linear inch a ii' ;•. -r ;� ': . 4,5 128 11 43 5.0625 .,,,.....4 ;: ;•( 13.97 32 66123 2.54 5 715 12249 4 ■• -_ 414 2013 0.033814 204 1567 " j F c product 1 1.98966671 102.6014pie 39.118 195.1609 17,6816 17. 8186i87f Kfs cm /min Kfs cm per hr Kfs cm per day Kfs inches per hour Kfs inches per day Kfs inches per week Kfs gal per hr per ft2 Kfs gal per day per ft2 0.1396286 8.3777144 60 22122353961 11.0374745 .4!!�41 201.06515 1440 32983128 24 raw flow rates (Q) based on flow and contact foot , 79 159507 0.623 1 f min. /inch (taft) gal per day per square 554 11655 7 2.0545489 198 inches per day 49 316373 964 inches per week 7965952 inches per hour DATE July 9, 2013 START TIME 8:26 AM LOCATION 1605 Chatham Avenue PROJECT Saltwind Construction END TIME 9:41 AM SITE NUMBER DATA SET # C TEST DEPTH 18 inches Saturated Hydraulic Conductivity / steady three dimensional flow Kfs CALCULATIONS FOR SANDY SOILS cell where you add information cells with coefficients cells which run calculations answers precise volume with constant head Coefficients used to determine the value of G sirii 1111 11 Al A2 A3 A4 Lamda C (cm.) 0.079 1 2.4444444 h (cmyr (cm) Ur squared h/r cubed 0.516 2 5 9753086 -0.048 3.1416 pie 14 60631 0.002 2Xpie ldivided by 2 X pie 2.8 1.0827 311 formula value of G 6 conversion factor from contact area (in.) to move to 1 square foot square inches in 1 foot square inches of contact area for entire wetted area square cm of contact area for entire wetted area head ht. (in.).' hole radius (in) hole diameter (in) ��� 128 hole diameter (cm) 4ALL �y e;; II oz.`Per gal radius squared (in) • .1i:k, head ht (cm) . 32.66123 radius squared (cm) 2.54 R of cm per 1 inch cubic cm or ml in 1 inch slice R. oz per ml or per 1 linear inch of drop based on hole geometry hole radius(cm) 26062 56 total ml displaced 260.6256 run time in min. r._.r -.. 881.2794 total oz. Displaced inches displaced 434 376 cubic cm per min. �0.033814�� EOM S cubic cm Row / E 21 zM" pie X radius squared hd.htx lmda c 39.116 195.1609 hd. Ht. Squared (units of length) cm. (G) geometric factor x pie x radius squared (G) geometric factor x pie x radius squared 17.68166267 17.6816627 Kfs cm /min Kfs cm per hr. Kfs cm per day Kfs inches per hour Kfs inches per day Kfs inches per week Kfs gal per hr per ft2 Kfs gal per day per rt2 '61A 17 824924 60 mm in 1 hour product 22l77153961 11.0374745 product product 427.79818 1440 min. in 1 day 7.0176867 24 hour in 1 day gal per inch per R2 days per week raw flow rates (Q) based on flow and contact 168.42448 0.623 0 6 min./Inch (taft) - 178 9714 T gal per day per square foot inches per day 2854 inches per week 1 inches per hour Knng ver 3.8 Applicant's Name �,rY.,�•SrrriA;we, CITY OFTYBEE ISLAND T re ZONI G VARIANCE APPLICATION oas..e.a on 200- 44. JIG yZ.D'J a rl. Ge �k• Fee ruf e Commercial $500 $I?S Address and location of subject property /6OS 13 a PIN LJ_0Ot0 -04-013 Applicant's Mailing Address Applicant's Telephone Number 91a -39g I I , I Brief description of the land development activity and use of the land thereafter to take ate' dry s e.e �� l Explain the hardship operty: 2013 Property Owner's Name S �- Property Owner's Address S A m E Is Applicant the Property Owner? Telephone Number cf Ia.-3/2-1161 Yes No If Applicant is the Property Owner, Proof of Ownership is attached: ',/ Yes If Applicant is other than the Property Owner, a signed affidavit from the Property Owner granting the Applicant permission to conduct such land development is attached hereto. Yes dk° Current Zoning of Property • 2 Current Use V F C Y'' KIT Names and addresses of all adjacent property owners are attached: Yes If within two (2) years immediately preceding the filing of the Applicant's application for a zoning action, th4 Applicant has made campaign contributions aggregating to more than $250 to the Mayor and any member o Council or any member of the Planning Commission, the Applicant and the Attorney representing the Applican must disclose the following: a. The name of the local government official to whom the campaign contribution or gift was made; b. The dollar amount of each campaign contribution made by the applicant to the local governmen official during the two (2) years immediately preceding the filing of the application for this zoning action, and the date of each contribution; c. An enumeration and description of each gift having a value of $250 or more made by the Applicant ti the local government official during the two (2) years immediately preceding the the application for this zoning action. Disclosure of Campaign Contributions form attachment hereto: %1701\)'C Yes Signature of Applicant 7 -3 -/3 Date NOTE: Other specific data is required for each type of Variance. Fee Amount $ (a S• 00 City Official Check Number I a c, 0 c,* Date 7-43— i 3