Loading...
HomeMy Public PortalAboutGENERAL GEORGE_106.pdfDATE ISSUED: 02-5-2019 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # CITY OF TYBEE ISLAND BUILDING PERMIT NEW SINGLE FAMILY HOME 106 GENERAL GEORGE MICHAEL&SANDRA MATT 106 GENERAL GEORGE C. MARSHALL TYBEE ISLAND GA 31328 CHRIS KONCUL CONSTRUCTION. LLC P.O.BOX 13921 SAVANNAH GA 31416 P $ 9,912.00 4-0001-08-006 PROJECT VALUATION $450,000.00 PERMIT #: 190077 TOTAL BALANCE DUE: $9,912.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND 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 Vcc,k Is O \ pages 1 - 7 of permit application �'�`�� Regt, 2 sets building plans 1/1 copy REScheck or COMcheck ii 1 copy certified survey showing existing ground elevations, flood zone(s), and trees certified hydrology, drainage and erosion control plans rr $250 plan deposit (will be forfeited if project is abandoned) check # 1 0 Street address L — St \oL, Grory_C,'V\a ss'r• \f\APIN # Lk -000 '�1 ,' CPL. NAM 19-06r77 Owner %'\jOr\o.&\ 5,fr^c } . .. ..-.....� ,.",.., IoVta iipwv vr.Q„,:,..,_ Homer ocS ,.__ sr, \I Pc 03 F I I.)IVC IV-SS7-3NL'\ ceii:1 O7 -3 0- $c.\�— Architect or Engineer ` Kof\C oswrt \\ 0 j3oss �r�vQ,1 .Sr-�c(y, 3l�l'4 Office: �1��- W1' �p � /r - cell : O _ () 4 3 3 _ U l Contractor Chr-is- 1(„ar.,t.._\ Cor , ifr, C;a.'6.,.f "c-4\ c,. r .—, GP \‘--\ 1ki,„ Office:c'[12 3ulh-atSi, Cell: q VI- io `- r‘c \3 Check all that apply: New Construction ❑ Other ❑ Commercial Details of project: �, S idential Ingle Family n Duplex ❑ Multi -Family unit Estimated cost of construction: $ t4SO �> Q� � A copy of the contract may be Construction type: a (select appropriate number below) 1. wood frame 3. brick veneer 2. wood & masonry 4. masonry 5. steel & mas 6. other: Lot area ,A3CC"\ sq. ft. # buildings \ # units # floors # bedrooms 3 # bathrooms .,.S # of egresses An elevator is not an accepted means of egress. Height Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances. Total heated/cooled square footage a t -k). Flood Zone A ___`°\(AE or VE) Base Flood Elevation f ♦Q I Design Flood Elevation (BFE + 1 -foot) ---.—VT) As -built setbacks: Front c&(_ -) Rear c& \) Sides (L) ).) \ (R) ) ) -0\. Total driveway(s) width o(C feet # of openings 1 Culvert? b Swale? i,-Q .1' Number of off-street parking spaces Number of trees to be removed 0 A separate tree removal permit is required. 1 3/10/2013 During construction on -site restrooms will be provided by n d\'\-UrQ.._ cc-l\kc,5 Construction debris will be disposed by VI a•< N. Cot\.\\ by means of Section 22-169 — When active work ceases on the project for Ire day a SECURE COVEN 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 Iusii s da o process. Signature of applicant: Printed name: cv\r\s* e ,k(zr-\ \ Loning District Approved zoning action? Verified street address If new, has it been reported to f41PC, CRC, etc.? yes Date: The following will be completed by City of Tybee Is/and personnel. Flood Zone BFE 9' DFE 10 Number of egresses? Average adjacent grade (c., •ifif feet Drainage and Erosion Control plans approved? Approval Building Official Water/Sewer Public Works Fire Chief Planring & Zoning g ure /e5 New Existing Date .241 246 FEES Permit inspections Water Tap -/t ° CC Recovery .1. 1� Sewer Stub '7' Aid to Construction Engineering 5D.O& .2,a zf 5.00 X350.00 Cc7c.00 O ;0d 7' IO ) i 75.0S0 Plan deposit refunei TOTAL q/ (MI The following deficiencies are the most common on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the owner or his agent, they are their responsibilities. The two most common areas of deficiencies are for the two most basic BMPs on projects: Co — Construction Exit Sd1 — Sediment Barrier Correct installation information can be found in the Green Book and in the Field Manual for Erosion and Sediment Control in Georgia, which is available at: http://www.gaswcc.org/docs/field manual 4ed.gdf. 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://oaswcc.georgia.gov/. 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 ACKNOWLEDGE Signature of contractor: Printed name: F k4-0(ciA 3 Date: February 2013 CITY OF TYBEE ISLAND P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 • Fax 912.786.9539 Water Tap and Sewer Stub Application Street address of project L.for\-- 1 � � \ L��soc C ` Iti\C a\\ \Q �'�• phone numbers OP -130- Wic Plumbing company Plumbing contact person & Name of property owner(s) Phone numbers of property owner(s) Details of project ti Residential N✓ Commercial office cell Enter the required number of water taps/meters and sewer stubs: WATER TAP/METER SEWER STUB Number of Taps Meter Size 3/4" 1" 1-1/2" 2" Number Stub of Stubs Size 4" 6., 8" 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: Printed name: Signature of contractor: Printed name: Or\e,c'tr 4- 4 Date: Date: \ o\VeN 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 � S c zc' -\ require an infrastructure alteration permit? street address of project ❑ Yes 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 t ese provisions. Signature of contractor: - Printed name: Of\ 5 Date: CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: S 1 r•e.--\\, This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure. It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being furnished and/or occupied. The owner and contractor are hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It may be revoked as circumstances dictate. Means shall be provided to disconnect all conductors from the service -entrance conductors. NEC 230.70 State 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 Temporarryy Electrical Se ice and State Energy Code AFFIDAVITS d Signature of owner: Printed name: °N3 Signature of contractor: Printed name: Or \M 6 Date: Date: KV,\ tr'€�c�t E Prrvlri cub c€a t t0uontractar List tss of et: I CS 1 company name, business type, address, coritIct pc,r'son, and phone numbers of all e-. 'file City of Tyhee Island requires anrrr,a! Contractor Registration far all contractors. iclfCo. or .Joe Maxwell E3yrd FIV, (:(3mp ny 1 ill Centre! Junctlo€ eta s v,, (741, 31406 gill., (3a. 3`i 103 Holley Circle, (3uyton, G. . 31312 Danny Johnson i�r �at;tl Iaom any Inc.. tlisaniford octworlc x Co, . ti`ctre=..s 3738 St1e33riir g Rd.., P Guntact peu on 3obby Atttci 40 Offi e i3r.rmbe ype Plumbing r° 3 Business type nurber Office number Business ss type nuiiib sr Office number Business type Cell number °ffc a number Eler'tricran 2-313-3167 912-3'13-3'167 Heating & Air 912..313-1038 $112-233-6764 Roofing 2-341- 364X52 Business type interior Finishes CO number 912-654-n02 Cl#ric number 0t2,6 , 2_ Sus ss type Flaming Cell ar rter 912-257' 4 Office number 912-257-3489 &irefs t; rroecicif, CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 12/9/2019 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 190077 PROPOSED USE: NEW SINGLE FAMILY HOME OCCUPANCY TYPE: P CONTACT NAME MICHAEL&SANDRA MATT CONTACT ADDRESS 106 GENERAL GEORGE C. MARSHALL CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 106 GENERAL GEORGE APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 12/9/2019 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 190077 PROPOSED USE: NEW SINGLE FAMILY HOME OCCUPANCY TYPE: P CONTACT NAME MICHAEL&SANDRA MATT CONTACT ADDRESS 106 GENERAL GEORGE C. MARSHALL CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 106 GENERAL GEORGE APPROVED BY: „J, P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program OMB No. 1660-0008 Expiration Date: November 30, 2018 ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION Al. Building Owner's Name CHRIS KONCUL CONSTRUCTION, LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 106 GEN GEORGE MARSHALL BLVD City TYBEE ISLAND FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number: State ZIP Code Georgia 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PIN: 40001 08006; LEGAL: LOT 5 LIGHT HOUSE LANDING PH 1 SMB 15S 68 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 32.020709 Long. -80.846961 Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 287 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b 800 sq in d) Engineered flood openings? ❑x Yes No A9. For a building with an attached garage: a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number CITY OF TYBEE ISLAND 135164 B2. County Name CHATHAM B3. State Georgia B4. Map/Panel Number 13051CO213 B5. Suffix G B6. FIRM Index Date 08/16/2018 B7. FIRM Panel Effective/ Revised Date 08/16/2018 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use Base Flood Depth) 9.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source. B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE IMPORTANT: In these spaces, copy the corresponding information from Section A. OMB No. 1660-0008 Expiration Date: November 30, 2018 Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 106 GEN GEORGE MARSHALL BLVD City TYBEE ISLAND State Georgia ZIP Code 31328 FOR INSURANCE COMPANY USE Policy Number. Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" 0 Building Under Construction* a Finished Construction *A new Elevation Certificate wilt be required when construction of the building is complete_ CZ 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: LOCAL PLAT Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 ® NAVD 1988 0 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 17. 1 27 3 N/A Check the measurement used. 7 5 14 7 6. 8 7, 2 6, 8 • feet O feet O feet ❑X feet ❑x feet • feet x❑ feet x❑ feet O meters ❑ meters ❑ meters ❑ meters O meters ❑ meters O meters ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATIO This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Ei Yes 0 No 0 Check here if attachments. Certifiers Name License Number MICHAEL HUSSEY 2509 Title LAND SURVEYOR Company Name SUNDIAL LAND SURVEYING, PC Address 1190-B KING GEORGE BLVD., SUITE 5 City SAVA ) A na re Copy a ages of this tibn ertfi State Georgia ZIP Code 31419 Date 12/02/2019 Telephone (912) 235-2477 nts for (1) community official, (2) insurance agent/company, and (3) building owner Commens (including type of equi a and loc_ on, per C2(e), if applicable) A8 - TWO ENCLOSURES ONE E D CLOSET AREA 262 -SF 3- SMART VENTS MODEL NUMBER 1540-520 PROVIDING 600 SF OPENING`. EVEVATOR SHAFT25-SF 1 - SMART VENT MODEL NUMBER 1540-520, PROVIDING 200 SF OPENING. THERE IS AN OPENING IN THE ELEVATOR DOOR ij ABOVE THE FLOOR PROVIDING VENTING ON A NON - ADJOINING WALL. C2(d) - NO ATTACHED GARAGE THE ELEVATION SHOWN IS A CONCRETE PAD UNDER THE RESIDENCE C2(e) - HVAC FEMA Form 086-0-33 (7/15) f-�= i s tom, _ �'i `7c t9 Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 106 GEN GEORGE MARSHALL BLVD Policy Number: City State ZIP Code TYBEE ISLAND Georgia 31328 Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 —E5. If the Certificate is intended to support a complete Sections A, B,and C. For Items E1 —E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters LOMA or LOMR-F request, used. In Puerto Rico only, the elevation is above or below above or ❑ below the HAG. above or ❑ below the LAG. 9 (see pages 1-2 of Instructions), ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. with the community's this information in Section G. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters E3. Attached garage (top of slab) is ❑ feet ❑ meters E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 106 GEN GEORGE MARSHALL BLVD Policy Number: City State ZIP Code TYBEE ISLAND Georgia 31328 Company NAIC Number SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 —G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 —G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ G8. Elevation of as -built lowest floor (including of the building: G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: New Construction ❑ Substantial Improvement basement) ❑ feet ❑ feet ❑ feet ❑ meters Datum building site: ❑ meters Datum ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. om1 Utfb-U- Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 106 GEN GEORGE MARSHALL BLVD City State ZIP Code TYBEE ISLAND Georgia 31328 OMB No. 1660-0008 Expiration Date: November 30, 2018 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Caption FRONT 11/27/2019 Photo Two Caption REAR 11/27/2019 Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS OMB No. 1660-0008 Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 106 GEN GEORGE MARSHALL BLVD City State ZIP Code TYBEE ISLAND Georgia 31328 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo One Caption SIDE 11/27/2019 Photo Two Caption SIDE 11/27/2019 Replaces all previous editions. FEMA Form 086-0-33 (7/15) Form Page 6 of 6 ES ICC EVALUATION SERVICE Innovation 0E5EARci.1 LAE'5 ICC-ES Evaluation Report Most Widely Accepted and Trusted ESR-2074 Reissued 02/2019 ICC-ES 1 (800) 423-6587 j (562) 699-0543 1 www.icc-es.org This report is subject to renewal 02/2021. DIVISION: 08 00 00 -OPENINGS SECTION: 08 95 43-VENTS/FOUNDATION FLOOD VENTS REPORT HOLDER: SMART VENT PRODUCTS, INC. EVALUATION SUBJECT: SMART VENT® AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1540-520; #1540-521; #1540-510; #1540-511; #1540-570; #1540-574; #1540-524; #1540-514 FLOOD VENT SEALING KIT #1540-526 ICC ICC ICC "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" A Subsidiary of EM; INTERNATIONAL CODE COUNCIL' ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. 150/1EC 17065 Product Cemfiwtion Body 01000 Copyright © 2019 ICC Evaluation Service, LLC. All rights reserved. ES Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2074 Reissued February 2019 This report is subject to renewal February 2021. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00 —OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: SMART VENT PRODUCTS, INC. EVALUATION SUBJECT: SMART VENT® AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1540-520; #1540-521; #1540-510; #1540- 511; #1540.570; #1540-574; #1540-524; #1540-514 FLOOD VENT SEALING KIT #1540-526 1.0 EVALUATION SCOPE Compliance with the following codes: • 2018, 2015, 2012, 2009 and 2006 International Building Code® (IBC) • 2018, 2015, 2012, 2009 and 2006 International Residential Code® (IRC) • 2018 International Energy Conservation Code® (IECC) • 2013 Abu Dhabi International Building Code (ADIBC)t I -The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Properties evaluated: • Physical operation • Water flow 2.0 USES The Smart Vent® units are engineered mechanically operated flood vents (FVs) employed to equalize hydrostatic pressure on walls of enclosures subject to rising or falling flood waters. Certain models also allow natural ventilation. 3.0 DESCRIPTION 3.1 General: When subjected to rising water, the Smart Vent® FVs internal floats are activated, then pivot open to allow flow in either direction to equalize water level and hydrostatic pressure from one side of the foundation to the other. The FV pivoting door is normally held in the closed position by a buoyant release device. When subjected to rising water, the buoyant release device causes the unit to unlatch, allowing the door to rotate out of the way and allow flow. The water level stabilizes, equalizing the lateral forces. Each unit is fabricated from stainless steel. Smart Vent® Automatic Foundation Flood Vents are available in various models and sizes as described in Table 1. The SmartVENT® Stacking Model #1540-511 and FloodVENT® Stacking Model #1540-521 units each contain two vertically arranged openings per unit. 3.2 Engineered Opening: The FVs comply with the design principle noted in Section 2.7.2.2 and Section 2.7.3 of ASCE/SEI 24-14 [Section 2.6.2.2 of ASCE/SEI 24-05 (2012, 2009, 2006 IBC and IRC)] for a maximum rate of rise and fall of 5.0 feet per hour (0.423 mm/s). In order to comply with the engineered opening requirement of ASCE/SEI 24, Smart Vent FVs must be installed in accordance with Section 4.0. 3.3 Ventilation: The SmartVENT® Model #1540-510 and SmartVENT® Overhead Door Model #1540-514 both have screen covers with 1/4 -inch -by -1/4 -inch (6.35 by 6.35 mm) openings, yielding 51 square inches (32 903 mm2) of net free area to supply natural ventilation. The SmartVENT® Stacking Model #1540-511 consists of two Model #1540-510 units in one assembly, and provides 102 square inches (65 806 mm2) of net free area to supply natural ventilation. Other FVs recognized in this report do not offer natural ventilation. 3.4 Flood Vent Sealing Kit: The Flood Vent Sealing Kit Model #1540-526 is used with SmartVENT® Model #1540-520. It is a Homasote 440 Sound Barrier® (ESR-1374) insert with 21 — 2 -inch -by -2 - inch (51 mm x 51 mm) squares cut in it. See Figure 4. 4.0 DESIGN AND INSTALLATION 4.1 SmartVENT® and FloodVENT®: SmartVENT® and FloodVENT® are designed to be installed into walls or overhead doors of existing or new construction from the exterior side. Installation of the vents must be in accordance with the manufacturer's instructions, the applicable code and this report. Installation clips allow mounting in masonry and concrete walls of any thickness. In order to comply with the engineered opening design principle noted in Section 2.7.2.2 and 2.7.3 of ASCE/SEI 24-14 [Section 2.6.2.2 of ASCE/SEI 24-05 (2012, 2009, 2006 IBC and IRC)], the Smart Vent® FVs must be installed as follows: • With a minimum of two openings on different sides of each enclosed area. • With a minimum of one FV for every 200 square ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2019 ICC Evaluation Service, LLC. All rights reserved. cro Page 1 of 5 ESR-2074 I Most Widely Accepted and Trusted feet (18.6 m2) of enclosed area, except that the SmartVENT® Stacking Model #1540-511 and FloodVENT Stacking Model #1540-521 must be installed with a minimum of one FV for every 400 square feet (37.2 m2) of enclosed area. • Below the base flood elevation. • With the bottom of the FV located a maximum of 12 inches (305.4 mm) above the higher of the final grade or floor and finished exterior grade immediately under each opening. 4.2 Flood Vent Sealing Kit The Flood Vent Sealing Kit Model 1540-526 is used in conjunction with FloodVENT® Model #1540-520. When installed and tested in accordance with ASTM E283, the FV and Flood Vent Sealing Kit assembly have an air leakage rate of less than 0.2 cubic feet per minute per lineal foot (18.56 I/min per lineal meter) at a pressure differential of 1 pound per square foot (50 Pa) based on 12.58 lineal feet (3.8 lineal meters) contained by the Flood Vent Sealing Kit. 5.0 CONDITIONS OF USE The Smart Vent® FVs described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The Smart Vent® FVs must be installed in accordance with this report, the applicable code and the manufacturer's installation instructions. In the event of a conflict, the instructions in this report govern. Page 2 of 5 5.2 The Smart Vent® FVs must not be used in the place of "breakaway walls" in coastal high hazard areas, but are permitted for use in conjunction with breakaway walls in other areas. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Mechanically Operated Flood Vents (AC364), dated August 2015 (editorially revised October 2017). 6.2 Test report on air infiltration in accordance with ASTM E283. 7.0 IDENTIFICATION 7.1 The Smart VENT® models and the Flood Vent Sealing Kit recognized in this report must be identified by a label bearing the manufacturer's name (Smartvent Products, Inc.), the model number, and the evaluation report number (ESR-2074). 7.2 The report holder's contact information is the following: SMART VENT PRODUCTS, INC. 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 08071 (877) 441-8368 www.smartvent.com info{assmartvent.com TABLE 1 --MODEL SIZES MODEL NAME MODEL NUMBER MODEL SIZE (in.) COVERAGE (sq. ft.) FloodVENT® 1540-520 153/4" X 73/4' 200 SmartVENT® 1540-510 153/4" X 73/4' 200 FloodVENT® Overhead Door 1540-524 153/4" X 73/4" 200 SmartVENT® Overhead Door 1540-514 153/4" X 73/4' 200 Wood Wall FloodVENT® 1540-570 14" X 83/4" 200 Wood Wall FloodVENT® Overhead Door 1540-574 14" X 83/4" 200 SmartVENT® Stacker 1540-511 16" X 16" 400 FloodVent® Stacker Fnr SI• 1 in,.h-9r. n ...... .. .�2 1540-521 16" X 16" 400 ■ .AIy MMus„2 MMiUM■qOiaMM ■M■ --• a -.-'r _.---- lAMOW iMflMIAMMMMMMMMM i xrrMAI M■aiz■i■r.. 4■-- ■..,s MM■ MrMMrMMMMMMMMR MrMlMMI■r■MMr�MMMM■■ .e.._-. :t iiii■Mi■ v■r. ....•. ..22. ..■■■■ uMM rM■M rlC•. 2 I ; •b Ma 4A I:j■■M■r'MMrrr■'■■7 . 1.rMir rMMMq ■iIMrIMMMM M 'n _r■rMMMMMupMMM MiMMM.M MN M■M■_5111 mmMAN rail Amens. 1 .. ■iOM rl Y' MO■M■MMmr M'. -.4l S',I J : lMM MM 0 ■ Lt atr - t MMM■2OMrr--lahH=[rrM' MMM MM O - M aea_,.x..aaase.....a +�.+.MMMMMYMMMaa.a. FIGURE 1 —SMART VENT: MODEL 1540-510 1 ESR-2074 I Most Widely Accepted and Trusted Page 3of5 FIGURE 2 —SMART VENT MODEL 1540-520 FIGURE 3 —SMART VENT: SHOWN WITH FLOOD DOOR PIVOTED OPEN FIGURE 4 —FLOOD VENT SEALING KIT ICC-ES Evaluation Report ESR-2074 CBC and CRC Supplement Reissued February 2019 This report is subject to renewal February 2021. www.icc-es.org 1 (800) 423-6587 J (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00 —OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: SMART VENT PRODUCTS, INC. EVALUATION SUBJECT: SMART VENT® AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1540-520; #1540-521; #1540-510; #1540-511; #1540- 570; #1540-574; #1540-524; #1540.514 FLOOD VENT SEALING KIT #1540-526 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Smart Vent® Automatic Foundation Flood Vents, recognized in ICC-ES master evaluation report ESR-2074, have also been evaluated for compliance with codes noted below. Applicable code edition: • 2016 California Building Code (CBC) • 2016 California Residential Code (CRC) 2.0 CONCLUSIONS 2.1 CBC: The Smart Vent® Automatic Foundation Flood Vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2074, comply with 2016 CBC Chapter 12, provided the design and installation are in accordance with the 2015 International Building Code® (IBC) provisions noted in the master report and the additional requirements of CBC Chapters 12, 16 and 16A, as applicable. The products recognized in this supplement have not been evaluated under CBC Chapter 7A for use in the exterior design and construction of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Fire Area. 2.2 CRC: The Smart Vent® Automatic Foundation Flood Vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2074, comp with the 2016 CRC, provided the design and installation are in accordance with the 2015 International Residential Code (IRC) provisions noted in the master report. The products recognized in this supplement have not been evaluated under 2016 CRC Chapter R337, for use in the exterior design and construction of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Fire Area. The products recognized in this supplement have not been evaluated for compliance with the International Wildland—Urban Interface Code®. This supplement expires concurrently with the master report, reissued February 2019. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright O 2019 ICC Evaluation Service, LLC. All rights reserved. Page 4 of 5 ES "I I, Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2074 FBC Supplement Reissued February 2019 This report is subject to renewal February 2021. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00 —OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: SMART VENT PRODUCTS, INC. EVALUATION SUBJECT: SMART VENT® AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1540-520; #1540-521; #1540-510; #1540-511; #1540-570; #1540-574; #1540.524; #1540-514 FLOOD VENT SEALING KIT #1540-526 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Smart Vent® Automatic Foundation Flood Vents, recognized in ICC-ES master report ESR-2074, have also been evaluated for compliance with the codes noted below. Applicable code editions: • 2017 Florida Building Code —Building • 2017 Florida Building Code —Residential 2.0 CONCLUSIONS The Smart Vent® Automatic Foundation Flood Vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2074, comply with the Florida Building Code —Building and the FRC, provided the design and installation are in accordance with the 2015 International Building Code® provisions noted in the master report. Use of the Smart Vent® Automatic Foundation Flood Vents has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the Florida Building Code —Building and the Florida Building Code —Residential For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued February 2019. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright ® 2019 ICC Evaluation Service, LLC. All rights reserved. Page 5of5 Building Permit Number 1 1 OO 177 Applicant's Name: Kris k01 -)c. -(AA Site Address, Tax#, Parcel#: 3 �" Telephone: / ?S Jc2-' Owner's Name: Address: �� C��, e_� 1 C�,ecy Telephone: a�S `f ` \6k I. All development — Base Flood Elevation Data Provided: 3 3 —3 731 A. The as -built elevation certification from a registered land surveyor or Professional engineer has been submitted? B. The lowest floor elevation is at or above the required lowest floor elevation? C. Electrical, heating, ventilation, plumbing, air conditioning equipment (including duct work) and other service facilities are located above BFE or flood proofed? II. Development in Zones A, AE, Al -A30 and AH: A. Solid foundation perimeter walls located below BFE: 1. There are at least two (2) openings? 2. Square footage of enclosed area subject to flooding 3. Square inches of venting required 211 4. Square inches per opening (multiply 1 by w) �� 5. Number of required vents (3 above divided by 4 above) 6. Foundation contains the minimum number of vents? YE' or NO 7. The bottom of each opening is no higher than one (1) foot above grade? or NO 8. Any cover on openings will permit the automatic flow of floodwaters In both directions? ris Ae,oursn • 6D or NO E55 or NO or NO or NO %-4•-fiF- ® OR NO B. Base flood elevation andlorfloodway data not available or AO Zones: 1. The lowest floor is at least one (1) foot above the highest adjacent grade? YES or NO 2. The development meets the setback requirements of the ordinance? YES or NO 3. If 2 above was "no", has a No -Rise Certification been submitted? YES or NO Reviewer's Name: Date reviewed: B. Floodway data is provided. 1. Did this development encroach in the floodway? 2. Do the actual field conditions meet the proposed actions and technical date requirements? 3. If Cl was "yes", has a No -Rise Certification been submitted? Reviewer's Name: Date reviewed III. Development in Zones V, VE and V! -V30, VO (Coastal High Hazard Areas). A. Development location complies with all coastal setback requirements? B. Structure is securely anchored to pilings or columns and certification by a Registered, professional architect or engineer has been submitted? Reviewer's Name: Date reviewed: C. Walls permitted below the base flood elevation consist of decorative lattice work or, Where permitted, are breakaway and have been certified by a registered, professional Architect or Engineer? Reviewer's Name: Date reviewed: Local Administrator's Signature: _ City of Tybee Island 403 Butler Avenue - P.O. Box 2749 Tybee Island, Ga. 31328-2749 Date: YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 12/9/2019 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 190077 PROPOSED USE: NEW SINGLE FAMILY HOME OCCUPANCY TYPE: P CONTACT NAME MICHAEL&SANDRA MATT CONTACT ADDRESS 106 GENERAL GEORGE C. MARSHALL CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 106 GENERAL GEORGE APPROVED BY: P. O. Box 2749 - 493 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 ww ►v.cityoftybee.org 11111111111 11111 Doc ID: 032018550001 Type AWE Recorded 11/19/2019 at 11:20:55 AM Fee Amt: $12.00 Page 1 of 1 Chatham, Ga. Clerk Superior Court Tammie Mosley Clerk Superior Court BK 1 7 4 PG ! 2 0 I ai Cross reference to Book 3934 Page 100 CITY OF TYREE ISLAND COl4[MUNITY DEVELOPMENT NON -CONVERSION AGREEMENT FOR CERTAIN STRUCTURES IN TILE FLOODPLAIN Application has been made for a permit from the City of Tybee Island, Georgia. Permit #: 19-0077 Property Owner: MATT & MICHAEL S. & SANDRA E. Address: 106 GENERAL GEORGE MARSHALL BLVD PIN: 40001 08006 Legal: LOT 5 LIGHT HOUSE LANDING PH 1 SMB 15S 68 Base Flood Elevation at the site is 9 feet (NGVD) In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: I. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood -resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4 That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5. 1 has 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 vai on in , nstructa9 Fend what is permitted shall constituter viol Signature tgn of Property Owner -Claw' r .� STATE OF& ) COUNTY %) Subscebed and sworn before me this day of Notary Public My commission expires: <s " a t Note. : 1 ;V'onconvers on ,4greement must he used whenever an enclosed structure or portion of a structure is built or substantially improved within the 100 -year Floodplain below the Rase Flood Elevation: A Nonconversion Agreement must satisfy all of the above conditions and requires proper recordation in the land records of Chatham County, Georgia. STEVEN SCHINDELHOLZ Notary Pubic 364902 Commonwealth of Virginia My Commission Expires 0&'31/2021 Georgia Residential Energy Code Compliance Certificate* Address: 106 GeAft/Geo-r Mars.ha,U, Blvd/ Builder/Design Prof.: Konc"2'Cawstruct.o-w 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: R19 1213 M4 Nit M4 NA Nil • Building Envelope Tightness (BET): BET test conducted by: free vl. Soutth. Evtergy SO1,Lti o-vt4-- phone: 912 -721-2013 Fan Flow at 50 Pascals= 3253 CFM50 Total Conditioned Volume = 28412 ft3 ACH50 = CFM50 x 60 / Volume= 6.87 ACH50 (must be less than 7 ACH50 Low Rise Multifamily Visual Inspection Option (The visual inspection option may be conducted by a third -party instead of the BET test for R-2 buildings only.) Visual inspection conducted by: NA Phone: Permit #: Phone: Sloped/vault ceiling: Above grade mass wall: Attic kneewall sheathing: Basement continuous: Crawlspace continuous: Floors over unconditioned space: Other insulation: Window SHGC: Skylight SHGC: Opaque Door U -factor: (<50% glazed) 1219 NA NA NA Nil 219 M4 Mechanical Summary: Water Heater Energy Factor: Ef Fuel type: E Gas ❑ Electric ❑ Other Number of Heating and Cooling Systems: Heating System Type: ❑ Gas: AFUE ❑ Air -Source Heat Pump: HSPF 0 Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): Cooling System Efficiency: 0 SEER El EER 0 Other Heating/Cooling Load Calculations Performed by: Phone: Total Heating Load (Based on ACCA Man. 3 or other approved methodology): Btu/h Total Cooling Load (Based on ACCA Man. 3 or other approved methodology): Btu/h Cooling Sensible Load: Btu/h Cooling Latent Load : Btu/h Total Air Handler CFM (based on design calculations): CFM Duct Tightness Test Conducted by: NA Phone: CFM25 per 100 ft2 of conditioned floor area = CFM25 x 100 / Conditioned floor area served If all ducts are not located within conditioned space, builder must verify that either the postconstruction duct leakage to outdoors (PCO) is <_ 8%, the post construction total duct leakage (PCT) is <_ 12%, or the rough -in total duct leakage (RIT) with air handler installed is <_ 6%. State which method was used to conduct the duct tightness test: duct blower (DB), modified blower door subtraction method (MBDS), or automated multipoint blower door (AMBD). System Method (DB, MBDS, AMBD) Test (PCO, PCT, RIT) CFM25 Area served (ft2) Result (%) 1 2 3 *Note: This permanent certificate shall be posted on or in the electrical distribution panel or air handler. Certificate shall be completed by the builder or registered design professional. Where there is more than one value for each component, certificate shall list the value covering the largest area. BOSWELL DESIGN SERVICES, INC. MAILING : 103 NASSAU DRIVE OFFICE : 4700 EAST HIGHWAY 80 SAVANNAHA, GEORGIA 31410 912-897-- 6932 LAHBOS@BEI I SOUTH.NET December 4, 20 19 George Shaw / Lisa Schaaf Planning and Zoning Department Tybee Island, Georgia Ke : Chris Koncul Project 106 General George Marshall Tybee Island, Georgia George / Lisa, At the request of the Owner, we have inspected the project referenced above for compliance with the approved site plan. After a brief inspection of the project, it is our opinion that the project is in basic compliance with the approved site plan including final stabilization in the form of sodding. A small area remains to be sodded when the site dumpster is removed. 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 or e-mail to lahbosP bellsouth.net. Sincerely, Mark Boswell MICHAEL A. HUSSEY Ga. Reg. No . 2509 4-0001-08-005 NOW OR FORMERLY TYBEE BEACH COMER ENTERPRISES INC. This survey was prepared in confo rmity w ith The Tec hnical Standards for Property Surveys in Ge orgia as set forth in Chapter 180-7 of the Rules of the Georgia Board of Registration for Pro fessional Enginee rs and Land Surveyors and a5 set forth in the Geo rgia Plat Act 0.C.G.A. 15-6-67 1 P o� m IRF N14•24'33"B 20' BUILDING SETBACK LINE ® A/C PLATFORM 25.19' L— GENERAL GEORGE C. MARSHALL BL VD 60'R/ , 0 N 106 GENERAL GEORGE C. MARSHALL BLVD 40001 08006 LOT 5 0. 28 ACRE TWO STORY RE5IDENCE HEIGHT 34. 6' 20' BUILDING SETBACK LINE 101.03' x e w zz o� mm b ,mow N 0' 0 dl to A=21.60' R=194.17' CH ERG-N11.44'31'E CH -21.59' IRF 4-0001-00-007 NOW OR FORMERLY MICHAEL G. JOHNSON Error Of Closure (Plat):1/250,000 Erro r Of Closure (Field): 1/44,581 Field Survey Date : 11-27-2019 Angular Error: 2" Per Poi nt Equipment Used: Total Station PLATS AND DEEDS 1. SMB 15—S, PAGE 68 121.77' 4-0001-13-010 NOW OR FORMERLY TYBEE ISLAND HISTORICAL 50CIETY, INC. 507°36'15"W SUNDIAL LAND SURVEYING. PC L5F000957 1190B KING GEORGE BLVD SAVANNAH, GA 31419 912-235-2477 0' 20' IRF 40' SCALE: 1"=20' GENERAL NOTES: 1. Pr operty address: 106 General George C. Marshall Blvd ., Tybee Island, GA 31328. 2. All elevati ons are based on NAVD 88 . 3. The horizontal datum of this survey is based on Subdivision Map Book 15-5, Page 68. 4. In accordance with F.I .R .M. community panel no. 13051CO213G dated August 16, 2018, this property DOES fall within a designated flood hazard area, Zone AE, base fl ood elevation: 9', NAVD 8B 5. The pr operty is curre ntly Z oned R-2 . 6. S etbacks should be verified by the City of Tybee . 7. Only abovegr ound, readily visible structures and utilities were located f or this 5urvey. This Surveyor makes no warranty or guarantee as to the locati on, existence, or non-existenc e of any belowgr ound, n on -visible utilities or structures . Utilities as shown represent the l ocation of surface evidence or s urfa ce markings established by other s. CIS -BUILT LOT SURVEY LOT 5, LIGHT HOUSE LANDING, PHASE 1, FORT SCREVEN WARD, 5TH G .M. DISTRICT, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR CHRIS KONCUL CONSTRUCTION COMPANY, LLC P .O . BOX 13921 SAVANNAH, GA 31416 CERTIFICATE OF OCCUPANCY REQUIREMENTS Permit # Job Address Job Name 1q -0077 16ca Gev\er&l ae_or-5 -‘ B Owner/Contractor post house number (and unit numbers if applicable) no attic storage signs, if applicable Energy Code Compliance Certificate pass Final Building inspection Elevation Certificate, Finished Construction As -built Survey Height Certification, if required Drainage Certification from Project Engineer Nonconversion Agreement (attached) —must be recorded with Chatham County Breakaway Wall Certificate (V -Zone only) Mitigation of Trees Payment of outstanding fees, if applicable By City of Tybee Island City staff will coordinate these items when the needed documents from the list above have been submitted. Please do not contact the engineer or director. Drainage Certification from the City's Consulting Engineer Drainage Certification from the Director of Public Works Department FbMA Inspection from Planning & Zoning Manager 9 Owner's Name Gen. Contractor Contact Information City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 MSKI INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail El Fee Inspection Pass' i Fail ❑ Fee Inspection Inspection Pass Pass1:1 Fail ❑ Fee Fail ❑ Fee City of Tybee 403 Butler Ave. Phone Permit No. Owner's Name Gen. Contractor Contact Information island • Community Development Dept. Inspection Report • P O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 ark INTERNATIONAL CODE COUNCIL MEMBER Date Requested Date Needed Subcontractor Project Address Scope of Work Inspector Date of Inspection Inspection Inspection Inspection Inspection Pass Fail a Fee Pass Fail LJ Fee Pass ❑ Fail I"-1 Fee Pass ❑ Fail Fee Notary Public Cf Cross reference to Book 393 Page 100 CITY OF TYBEE ISLAND COMMUNITY DEVELOPMENT NON -CONVERSION AGREEMENT FOR CERTAIN STRUCTURES IN THE FLOODPLAIN 1111 Doc ID. 032018550001 Type: AGRE Recorded: 11/19/2019 at 11:20:55 AM Fee Amt: $12.00 Page 1 of 1 Chatham, Ga. Clerk Superior Court Tammie Mosley Clerk Superior Court BK 1774 PG720 r IINIL11111 Application has been made for a permit from the City of Tybee Island, Georgia_ Permit #: 19-0077 Property Owner: MATT & MICHAEL S. & SANDRA E. Address: 106 GENERAL GEORGE MARSHALL BLVD PIN: 40001 08006 Legal: LOT 5 LIGHT HOUSE LANDING PH 1 SMB 15S 68 Base Flood Elevation at the site is 9 feet (NGVD) In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2_ That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood -resistant materials 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at feast 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. 11 6 That any oar' Lion in c •tructi's and what is permitted shall constituttl a violattpu an, as such.K ...,6 Signature of Property Owner ' _, STATE OF OE8Ret COUNTY OAF C -E Sub bed.t`p and sworn before me this 30 day of CDC - 4a c r 20 My commission expires: <; ,, ; - 4 J t Witness Signs Noe .1 ,Vonconversion :tgrze+nent mast he used whenever an enclosed structure or portion of a structure is built or substantially improved within the 100 -year ! loodplain below the Base Flood Elevation..A Nonconversion Agreement must satisfy all of the above conditions and requires proper recordation in the lard records of Chatham County, Georgia STEVEN SCHINDELHOLZ 1 Notary Pub►uc 364902 Commonwealth of Virginia My Commission Expires 08/31/2021 Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O.Box 2749 • Tybee Island, GA 31328 Phone 912.472.5033 • Fax 912.786.9539 61.ov 7 y MIZIAIrs INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pas ) Fail Fee Inspection Pass ® Fail ❑ Fee Inspection Pass Fail rl Fee Inspection Pass Fail ❑ Fee Enter Approval Details https://wiringapproval.southerncompany.com/CreateApproval.aspx Site Map 1 Home 1 Contact Us W/A Aooroval Portal Home My Approvals Add Approval Search Manage Defaults User Profile Customer Service FAQs Contact Us Leant More GeorgiaPower.com Welcome lisaroseschaaf Inspection Agency Information: TYBEE ISLAND Enter Approval Details User ID: lisaroseschaaf Help 1 Log Out Approval Information Inspector's Notes Inspection Agency ' Select One Inspector Select One Date 10/14/2019 2:29:49 PM, Permit/Approval # * Type Select Type Classification Select One Electrician\Contact Contact Phone Wiring Approval Submitted Service Order Status Address Customer Name Phone Number Street # Unit/Suite/Lot# Street Name Select One Also Known As Zip Select City Select State Select Wiring Date Approval Number 10/14/2019 19-0077 92011 Southern Company. All rights reserved. Privacy statement Terms of use Save & Copy Save Only Print Type Address Permanent 106 General George Marshall Blvd Tybee Island, GA 31328 Submit Inspector's Note RR per doug, lisa out Edit 1 of 1 10/14/2019, 2:29 PM Permit No. City of Tybee Island • Community Development Dept. 11��► Inspection Report am ni 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 I:= =V INTERNATIM Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL MEMBER 77 Date Requested Owner's Name �'� ! - ' ' J Date Needed Gen. Contractor . ;''t . 1 Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 mama INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail Fee Inspection Pass El Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Lam. a INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail El Fee Inspection Pass Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information i Project Address Scope of Work. Inspector Date of Inspection Inspection Pass ❑ Fail1:1 Fee Inspection Pass ❑ Fail ❑ Fee INTERNATIONAL CODE COUNCIL MEMBER Inspection Pass L J Fail ❑ Fee Inspection Pass 0 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 171 116, Elf Mina aim INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Inspection Pass El Fail ❑ Fee Inspection Date of Inspection Pass Fail f Fee Inspection Pass LJ Fail ❑ Fee (s Inspection Pass ❑ Fail ❑ Fee Enter Approval Details https://wiringapproval.southerncompany.com/CreateApproval.asp Site Map I Home I Contact Us W/A Approval Portal Home My Approvals Add Approval Search Manage Defaults User Profile Customer Service FAQs Contact Us Learn More GeorgiaPower.com Welcome Iisaroseschaaf Inspection Agency Information: TYBEE ISLAND Enter Approval Details User ID: Iisaroseschaaf Help I Log Out Approval Information Inspector's Notes Inspection Agency * Select One Inspector Select One Date 3/6/2019 3:30:20 PM Permit/Approval# Type * Select Type Classification Select One Electrician\Contact Contact Phone Wiring Approval Submitted Service Order Status Address Customer Name Phone Number Street # Unit/Suite/Lot# Street Name * Select One Also Known As Zip * Select City Select State Select Wiring Date Approval Number 03/06/2019 190077 02011 Southern Company. All rights reserved. Privacy statement Terms of use Save & Copy! ;Save Only Print Type Address T -Pole 106 GENERAL GEORGE MAERSHALL Blvd. Tybee Island, GA 31328 'Submit Inspector's Note Edit 1 of 1 03/06/2019, 3:30 PM CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICK UP DATE ISSUED: 02-27-2019 WORK DESCRIPTION WORK LOCATION OWNER NAM E 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 1 - 3/4" WATER METER NEW SINGLE FAMILY HOME 106 GENERAL GEORGE MICHAEL&SANDRA MATT 106 GENERAL GEORGE C. MARSHALL TYBEE ISLAND GA 31328 CHRIS KONCUL CONSTRUCTION. LLC P.O.BOX 13921 SAVANNAH GA 31416 P $ 9,912.00 4-0001-08-006 $450,000.00 PERMIT #: 190077 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 6.1? STA TE LAW REQUIRES 12 HRS. HOTIGE I -BOO -202 1411 6RATE INLET E3, 0 59 SURV EYOR'S NO TES: I. TIE ELEVA TIONS 6021. 41 ARE BASED ON NAVD56 DAMN . THE CONTOUR INTERVAL'S I FOOT 2 A120 660 16 TO R IR14 M AP N0. BC51CO217. REVISED SEF IE EE R 2 5, 20 01, THIS PROPERTY U E5 2 4100 YEAR FLOOD 3O HE. INN ZONE AE W IN A BASE FLOOD ELEVATION (B4E ) OF DO. B. COOTDINATES A` 0 D IRECTIO NS ARE BAS® ON 6 FORG IA STATE PLANE CO ORDINATE SYSTEM MADD5), EAST IO W. 4. O NLY A IW006 ROUND , READILY ABBE STRUCTURES A ND 0111m6 6666 LOCATED FOR 1515 S. RVEY .11X5 SUR VEYOR M AKES 142 HARRANIY OR 6D401 0516 A5 TO THE LO CATION, E451BICE OR weare r.a OANY E SOH GRAND , NM -VISIBLE UTLIT16 OR 51RUC1LRES 5. PPO PENIY LME IIFO RMATION 5H0191163EON 11A514664 FROM A PLA T Of RECO RD 65 06402550011665(155 RE FERENCE RAT) G4 RPMD4T 1606, TO TAL 5TA 1105 ANW AR MGR • 4' PER AD -1)51E0 BY. 12060465 ROLE PLAT CLOSURE • 012/54 FE LD 6 10 010 E • 525564 REFER ENC ES: S.EDIV ISIOI NAP BOO K 155 PAM 6B D® EOM 5935 PAGE 100 STRE ET ADDRES6, 106 6E1ERAL 6ED55E G. MARSHALL BLVD. TAX FARCE. NO. 40001-00-006 TOTAL LOT AREA 02 5 HORS' 124415G . FT. 506606 TOP: 65 6 15, 214 HEAD Of LINE NOW OR FO RMERLY TYBEE BEACHCOMER ENTERPRISES INC. PIN: 4-0001-0 8-005 AVERAGE EXISTING 5 50 GRADE DATA = LOT #5 LOC ATION OF SP OT G RADES T AKEN 5 TOTAL NUMEER Of SPOT GRAPES USED 3160 TOTA L OF SPO T G RADES 14e2 632 AVERAGE OF SPOT GRA PES 05E 63 SUGGESTED A VER AGE E XISTING 6RA DE OF LOT 644' TYNE Mi OETEININED AVERP6 E EXISTING GRADE OF LOT (5-22-2018) BR EWER LA ND P.O. Bo x 441 Pooler, GA 51322 cro igebrewersurvey.co m Phone (6112) 856-2205 ww w.Brew er5urve y.com £R D..E44 5 Wo w_ ER/2 E L, Da IT 3/7/2016 [O EL,iEC 3. JCS sae RS)0' 0-0 55 1 TREE LEGEND: 512E OF SYMBOL DOE' NOT INDIC ATE TEE 513E OF THE DRIP LILINE4CA40PY LINE y TT! J Ti + LO 14 ON RYAE S) LOCA TION OF TREE \ TYPE 1REE TYPE h9&SVI4 TIONE, PM PALM A ll OTHERS SPELLED OR M A11RE TR(3: SIB 146104TES COM MON BASE DEAD 1205 NOT SHORN BARBED W IRE FENC E SITE DEVELOPMENT: TREE MITIGATION PLAN SCALE, 1' = 10 00 O' 10' 20' 30' CURVE TABLE DELTA AN GLE LEGEND : m RCN ROD FIXING ▪ OR ATE INLET 513.4 SPOT ELEVA TION • ELECTR IC J acTIO N Box • TELEPHONE PED ISTAL • GAME J RDTOI BO A SANITARY 56 'M M AN 4CLP p6L MATE R LATERAL 0 5L 5A14TARY 5151E R L ATER AL SS 5TORM DR AIN LINE 5ANITARY 5606 LINE BENCHMARK - NAIL IN EDGE OF CONCRETE ELEV. = 5. a6 NAVD I a8& 6.14' GENERAL GEO RGE C. MARSHAL BOULEVARD 60 ' R/W 6- o� DAMAGED x6.10 12' HI POOL FETE 17,6EE NOTE *I3 PM 10 5 121.77' 07'3615" W NO W OR. FORMERLY TYBEE ISLAND HISTORIC AL SOCIETY, INC. PIN: 4-0 001-15-010 30 MEDDIN D RIVE CHORD BEARING N 11'44'30' E 120 4151 CI 21. 60' 164.17' 6raphlc Scale 7 = 10 ' A TREE d TOPOGRAPHIC SURVEY OF 732'20 CHORD LENGTH LOT 5, PHASE I, LIG HT HOUSE LANDING CITY OF TYBEE ISLAND, C HATHAM COUNTY, G EORGIA PREPAR ED FOR: MICHA EL SANDRA MATT NB I 2' HOLLY I0-0' 591. 0 NEY4 2" HOLLY 5. 9 5. 9 x 6.5 aUD HpR1H 6.19 8" PVG 596 RESIDENTIAL SITE NOTES U ALL CONSTRUCTION SHALL BE IN ACCO RDA NCE W ITH ADOPTED TYBEE ISLA ND DEVELOPMEN T O RDINANCES A ND 501101555 COD ES. 2) A LL ELEVAT IONS A RE BAS ED ON MV P 1485 6.65 DA TUM. 9) BUILDING AREA AND ALL AREA S TO BE PA VED SHALL BE STR IPPED Of ALL VEG ETATION, TOP 501L, AND ROOT SYSTEMS. 4) 517E DRA INA6 6 SMALL BE ESTABLISHED TO PREV ENT PONDIN6 WATER CONDITIO NS ON THE SURF AC E AND TO ALLOW RAPID WIN -OFF OF STORM WATER 5) THE EXP OSED 54B6RAD E BENE ATH THE BBILDI556 AND PA VED DR IV ES PLUS 24 INCHES ON A LL SIDES SHALL BE COMPACTED 70 4596 OF ORDIT ORIGINA L 501E GONO NS OR A MN OF OF 2500 P.50- . CO MPA CTION, WHICH EVER 15 GREATER A REA S THAT ARE we -rasa SMALL BE UND ERCUT TO 6116 4 UNDISTURBED SOIL A ND BA CKFILLED IN 5" LIFTS NTH CLE AN SA ND FILL COMPAC TED TO 41% OF ORIGINAL 501L CONDITIONS OR A MIN. OF 2,500 PS. F. COMP ACTIO N, WHICH EVER 15 6RE ATER 6) ALL FILL SHALL CONSIST OF CLEAN FREE -DR AINING SAND Y LOAM W 1TH A MAX. OF 15% FINES. 7.2. NO W OR FORMERLY MICHAEL G. JOHNSON PIN: 4-0001-08-001 MAINTA IN FOO TING AND SLA B AREAS IN A DRY AND COM PACTED CONDITIO N UNTIL THE CONCRETE 15 PLACED. ANY AREAS THAT ARE SOFTENED BY WATER OR BY 00 5TRU0110 6 ACTIV ITY SHALL BE RE WORK ED AND REC. 0FIPACTED TO THE REQUIRED 0EN5170 AND BEARIN6 6) A MINIMUM SHO ULDER WIDTH OF 3 FEET WITH A MINIMU M TRANSVERS E SLOPE Of 5% SHALL BE PRO VIDED AD JACENT TO PRIVATE D RIVES, CUR BS, OR SIDE WAL KS IF 5HOW N ON THE DRANIN65. 44 N M AX15014 EARTH SLOPES WILL BE 2:1 . 10) CONTRACTOR SHALL BE RESPONSI BL E FOR PROVI DING A ND MAINTAININ G A LL ER OSION AN D SEDI MENT CONTROL MEASURES IN ACCORDANCE WITH ALL ADOPTED TYBEE ADOPTED TY BEE ISL AND DEVELOPMENT ORDINAN CE S AND BIIIL DIN5 copes. II) ALL WATER DR AINA6E 4 RUN OFF SHALL DRAIN TO R OAD CATCH BASIN , OR MARSH. NO STANDING WATER SHALL BE ALLOYED, NO WATE R RUN OFF SHALL ENCR OA CH ON T) ADJ ACENT RESIDENTIAL PROPERTIES . 12) RE M0VE EXI 5TIN6 CURB 4 6UnER AND INSTALL TEN DRI VEW AY APRON 4 GUTTER IN AC CORDANCE 141TH THE TYBEE ISL AN D 601VELI E5, SEE DETAIL S DR AWIN G ?777. 13) g• TRE ES AND ROOT SYSTEM TO BE PROTECTED FROM T RUCTION TR AFFIC, PROVIDE 10' DIA MIN. BARRACA DE AROUND BASE OF TREE OR A5 DIRECTED BY BEN . CONTR ACTOR 14) +F6 . (FINISHE D SPADE 0 N AV 1455) FE. (FINI SHE D PAVEMENT ELEVATION 0 NAV 1488) 15) X = TREES 70 BE REMOVED 16) - R OOF PLAN LINE'S 17) 0-0 ' 12X15 7146 SPOT GRADES 18�D,--- =-TXI 5TIN 6 CONT OUR 6RADE5 Nib"- ' P 4 co5TO4i 6RADE5 20)- -.-- -' 5E14 6' HI. P.T. PRI VAC Y FEN CE. SEE DRAWIN G 6511-2 Sc.fx411 T.: 6.94 1E6. 204 16 E: 1.94 G RATE IN LET 106,5.99 ID 2.14 5. TREE REMOVAL MITIGATION SHE DULE. LOT #5 5%7 REQUIREMENTS: REF: ARTICLE #'1 - T YBEE CODES 1-05 0A - (5) SIGNIFI CANT TREE PER 45 00 50 . FT. TOTAL IN DIVI DUAL TREE MITIGATION REQUIRED: 12 .1611 50 . FT ./1500 = 8 .13 T REES TREES X 21" MIN . DIEM = IS" INCHES TOTAL TREE MITIGATION SHOWN ON DEVELOPED PROPERTY = 561" TREES TO EE PLANTED TREE 5Y M. TREE TO BE PLANTED DISH SIZE MITI5ATION ALLOWE D REMARKS HOLLY NELLIE STEVENS H OLLY 2" 8" (4) F OUR TOTAL EXISTIN G TREES TO BE REMOVED NONE EXISTING TREES TO REMA I N TREE 5Y M. TREES TO REMAIN EXISTIN G SIZE MITI GATION REQUIRED MITIGATION RETAINED PM PAL M PM PALM PM PALM PM PAL M PM PALM 12" 10" 10" 8" 8" T OTAL MITIGATION RETAINED ON PROPERTY TOTAL MITIGATION ADDED ON PR OPERTY WA N/A WA WA WA 12" 1 0" 10" 8" 8" 48" 8" Chatham County Board of Assessors: 2018 Property Record Card ... http://boa.chathamcounty.org/DesktopModules/ChathamCounty/B... 2018 Chatham County Board of Assessors 4-0001-08-006 Property Record Card APPRAISER JEADY LAST INSP 03/27/2018 APPR ZONE 000008 /0Cp GEN GEORGE MARSHALL BLVD TYBEE ISLAND MATT & MICHAEL S & SANDRA E* �CAMA ASMT 10872 HAMPTON RD 256,500 256,500 LAND 1 FAIRFAX STATION VA 22039 2700 BLDG 0 OBXF 0 :256,500 256,500 Cost - MS LOT 5 LIGHT HOUSE LANDING PH 1 SMB 15S 68 SALES BOOK/ INS VI QU RSN PRICE PAGE 16 Jan 393S 100 WD V Q 250,000 2014 GRANTOR:TYBEE BEACHCOMER ENTERPRISES INC GRANTEE:MATT & MICHAEL S & SANDRA E 20 Oct 356M 659 QC I U UQ 2009 GRANTOR:J P INDUSTRIES INC GRANTEE:TYBEE BEACHCOMER ENTERPRISES INC 10 Sep 180Z 0247 WD V U U8 566,700 1996 GRANTOR:SIMON ANTHONY P ET AL GRANTEE:J.P.INDUSTRIES INC COMMENTS: 109 May 2014 22 Mar 2012 130 Oct 1996 TY14 393S/100 SURVSHIP TY12 RET VAL ENT 1997 NEW PIN; SPLIT OUT OF 4-1-8-1 10/30/96 [Click for larger picture] SAGIS CODES PROPERTY 0006 RESIDENTIAL USE UTA 0004 Tybee Island NBHD EXEMPTIONS 020230.00 T230 T -LIGHTHOUSE LA HISTORY LAND IMPR TOTAL 2017 256,500 256,500 Cama 2016 256,500 256,500 Cama 2015 250,000 250,000 TRAN 2014 210,000 210,000 Over 2013 210,000 210,000 Over 2012 256,500 256,500 Cama 2012 210,000 210,000 Over 2011 384,800 384,800 Cama 2010 384,800 384,800 Cama 2009 397,500 397,500 Over 2008 427,500 427,500 Cama 12007 427,500 427,500 Cama 2006 329,500 329,500 Cama 2005 264,000 264,000 Cama 2004 174,500 174,500 Cama 2003 160,000 160,000 Cama 2002 100,000 100,000 Cama 12001 105,000 105,000 Cama 2000 105,000 A/C 1999 20,000 20,000 Cama 1998 20,000 20,000 Cama 1997 20,000 20,000 Cama LAND ID# USE DESC FRONT DEPTH UNITS / TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 1108169 RESIDENTIAL V L 0 0 1.00 -LT 256500.00 R1 256500 1 of 1 10/17/2018, 2:19 PM U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 Important: Follow the instructions on pages 1-9 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and ) building owner. SECTION A -PROPERTY INFORMATION ' FOR INSURANCE COMPANY USE Al. Building Owner's Name Michael & Sandra Mett Policy Number: A2. Building Street Address (including Apt, Unit, Suite andlir Bldg, No.) or P.©. Route and Box No. 106 General George C. Marshall Blvd Company NAIL Number: City State ZIP Code Tybee Island Georgia 31328 A3, Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, ete.) Lot 5 Phase 1, Light House Landing, Tax Assessors ID No. 40001-0&006 A4 Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least A7, Building Diagram A8. For a building a) Square footage b) Number of c) Total net area d) Engineered A9. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered Residential, Non -Residential, Addition, Accessory: Lat. 32"01'20.70° Long. -80°50'47.77" etc.) Residential Horizontal Datum: insurance. above grade 0 NAD 1927 adjacent grade 0 0 NAD 198.9 3 2 photographs Number with a crawtspace of crawlspace permanent flood of flood openings flood openings? an attached of attached flood of flood openings flood openings? of the building if the 8 Certificate is being used to obtain flood 208.00 sq ft or enclosure(s): or enclosure(s) openings in the crawtspace in Mb or enclosure(s) 600,00 scl in within 1.0 foot 1.0 foot above adjacent in 0 Yes LE No garage: garage N/A sq ft openings in the attached garage within in A9.b 0.00 sq C Yes (,x No SECTION B - FLOO[) INSURANCE RATE IMP (FIRM) INFORMATION 81. NFIP Community Name & Community Number City Of lybee Island - 135164 t. Countyy Narne Chatham 83. ate Georgia 84. Map/Panel Number 13051CO213 t35. Suffix G 86. FIRM Index Date 08-16.2018 87. FIRM Panel Effective/ Revised Date 08-16-2018 B8, Flood Zone(s) AE 89, Base Flood E evation(s) (Zone AO, use Base Flood Depth) 9.0 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood 0 FIS Profile Q FIRM 0 Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item 88:0 NGVD 1929 depth entered in Item 89: 0 NAVD 1988 L Other/Source B12. Is the building Designation Date: located in a Coastal Barrier Resources 0 System (CBRS) area or Otherwise Protected CBRS 0 OPA Area (OPA)? 0 Yes 0 No FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE IMPORTANT: in these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.C. Route and Box No. 108 General George C. Marshall Blvd Policy Number City State ZIP Code Tybee Island Georgia 31328 Company NAIC Number SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings` ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones At -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 A7e In Puerto Rico only, enter meters. Benchmark Utilized: EGPS RTK Network Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a) through h) below, 0 NGVD 1929 ❑x NAVE) 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) 730 ix feet ❑ meters b) Top of the next higher floor 17,00 Z feet ❑ meters c) Bottom of the lowest horizontal structuural member (V Zones only) N/A ❑ feet Cl meters d) Attached garage (top of slab) N/A ❑ feet 0 meters e) Lowest elevation of machinery or equipment servicing the building 1700 (Describe type of equipment and location in. Comments) ®} ❑meters f) Lowest adjacent (finished) grade next to building (LAG) 7:41) Q feet III meters g) Highest adjacent (finished) grade next to building (HAG) 7.00 ❑x feet 0 meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7 Op structural support 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. I cartify that the information an this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor'? 0 Yes 0 No 0 Check here if attachments. Certifiers Name License Number Dale E. Yawn Georgia RLS No. 2510 .. Title Owner Company Name Yawn Land Surveys, LLC r :. Address 24 Island Creek Lane . City Savannah State ZIP Code Georgia 31410 ,+,{► Signature Date Telephone Ext. 12-31-2018 (912) 897-6307 Copy all pages of this Elevatio �cate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of eq ent and location, per C2(e), if applicable) All information shown above has been taken from plans prepared by Paul B. deLevis, dated 11/17/18, and Brewer Land Surveying dated 3/7/18. Enclosure listed above is a stairway foyer with 3 proposed Smart Vents (model no. 1540-510) to be installed. Equipment listed above is proposed HVAC systems. Latitude/Longitude taken from digital version of FEMA Flood Insurance Rate Map listed above. OMB No. 1660-0008 Expiration Date: November 30, 2016 FEMA Form 088-0-33 (7/15) Replaces all previous editions. orrn age BOSWELL, DESIGN SERVICES, INC. OFFICE: 4700 EAST HIGHWAY 8O MAILING : 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 i 897 -- 6932 LAHBOSOBELLSOUTi. NEr November 15, 20 18 George Shaw / Lisa Schaaf Planning and Zonirg Tybee Island, Georgia Re : Frank Koncul Project I OG General Marshal Blvd. Tybee island, Georgia George / Lisa, Please find attached to this submittal, revised pdf plans as well as responses to the engineers review comments as shown below : No. Response 1 . Have complied - revised swale bottom. 2. Have complied — all new impervious areas are directed towards New swales and not towards the rear. 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 REScheck Software Version 4.6.2 Compliance Certificate Project Title: Residence for Mr & Mrs. Michael Matt Energy Code: Location: Construction Type: Project Type: Building Orientation: Glazing Area Percentage: Heating Degree Days: Climate Zone: 2011 Georgia State Minimum Standard Energy Code Savannah, Georgia Single Family New construction Bldg. faces 270 deg. from North 18% 1847 2 Construction Site: 106 General George C. arshall Blvd. Tybee Island, GA 31328 Owner/Agent: Michael Matt Owner 10872 Hampton Road Fairfax Station, VA 2039-2700 703-380-7598 RGMATT@aol.com Designer/Contractor: Chris Koncul Chris Koncul Construction, LLC 4 Saltwind Circle Savannah, GA 31411 912-695-8925 Chris Koncul Construction, LLC compliance: Passes thin . UA trade-off Compliance: 13.6% Better Than Code Maximum UA: 779 Your UA: 673 The % Better or Worse Than Code index reflects hew close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Maximum SHGC: 0.30 Your SHGC: 0.30 Assembly Gross Cavity Area or R -Value Perimeter Cont. Glazing UA R -Value or boor U -Factor Ceiling 1: Raised or Energy Truss Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Front Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Front Door 2: Glass SHGC: 0.30 Orientation: Front Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Back Window 2: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Back Door 1: Glass SHGC: 0.30 Orientation: Back Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Right Side Window 3: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Right Side Door 3: Glass SHGC: 0.30 Orientation. Right Side Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Left Side Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.30 Orientation: Left Side Door 4: Glass 1695 30.0 0.0 54 1046 13.0 0.0 74 94 0.350 33 50 0.350 18 1080 13.0 0.0 57 294 0.350 103 96 0.350 34 880 13.0 0.0 65 46 0.350 16 40 0.350 14 880 13.0 0.0 64 54 0.350 19 40 0.350 14 Project Title: Residence for Mr & Mrs. Michael Matt � �w__ _m m Report date: 01/02/19 Data filename: W:\Koncul\FK-Matt- Lot #5, 106 General George C. Marshall Blvd., Tybee\Permits\Building Permit\CK-MattResidence, Lot #5, 1302 Gen. Geo. C. Marshall Blvd., Tybee, RESCHECK,1-2-2019.rck Page 1 of 6 SHGC: 0.30 Orientation: Left Side Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1695 13.0 0.0 108 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2011 Georgia State Minimum Standard Energy Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Paul B. deLevis, Building Designer & Planner Name - Title Project Notes: Va. )eiftt'e/J. CLPi��tjia, Signature January 2, 2018 Date Project Title: Residence for Mr & Mrs. Michael Matt Report date: 01/02/19 Data filename: W:\Koncul\FK-Matt- Lot #5, 106 General George C. Marshall Blvd., Tybee\Permits\Building Permit\CK-MattResidence, Lot #5, 1302 Gen. Geo. C. Marshall Blvd., Tybee, RESCHECK,1-2-2019.rck Page 2 of 6 Energy Code: Location: Construction Type: Project Type: Building Orientation: Glazing Area Percentage: Heating Degree Days: Climate Zone: REScheck Software Version 4.6.2 inspection checklist 2011 Georgia State Minimum Standard Energy Code Savannah, Georgia Single Family New construction Bldg. faces 270 deg. from North 18% 1847 2 Ceilings: ❑ Ceiling 1: Raised or Energy Truss, R-30.0 cavity insulation Comments. Insulation must achieve full height over the plate lines of exterior walls. Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments - Li Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments- ❑ Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. ❑ Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. Windows: ❑ Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.350, SHGC: 0.30, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments - 1:J Window 2: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.350, SHGC: 0.30, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments - CI Window 3: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.350, SHGC: 0.30, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments - 1:1 Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.350, SHGC: 0.30, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments - Doors: f_J Door 2: Glass, U -factor: 0.350, SHGC: 0.30, Comments. ❑ Door 1: Glass, U -factor: 0.350, SHGC: 0.30, Comments ❑ Door 3: Glass, U -factor: 0.350, SHGC: 0.30, Project Title: Residence for Mr & Mrs. Michael Matt Report date: 01/02/19 Data filename: W:\Koncul\FK-Matt- Lot #5, 106 General George C. Marshall Blvd., Tybee\Permits\Building Permit\CK-MattResidence, Lot #5, 1302 Gen. Geo. C. Marshall Blvd., Tybee, RESCHECK,1-2-2019.rck Page 3 of 6 Comments - Li Door 4: Glass, U -factor: 0.350, SHGC: 0.30, Comments Floors: ❑ Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-13.0 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. u Access doors separating conditioned from unconditioned space (e.g., attic, unconditioned basements and crawlspaces) are weather-stripped and insulated (without insulation compression or damage). Where loose fill insulation exists, a wood framed or equivalent baffle is installed to maintain insulation application. Required insulation values are as follows: (1) Hinged vertical doors have a maximum U -Factor of U-0.2 (R-5 minimum) (2) Hatches/scuttle hole covers have a maximum U -Factor U-0.05 (R-19 minimum) (3) Pull down stairs have a maximum U -Factor of U-0.20 with a minimum of 75 percent of the panel area having R-5 minimum insulation u Where air permeable insulation exists in vented attics, baffles are installed adjacent to soffit and eave vents. A minimum of a 1 -inch of space is provided between the insulation and the roof sheathing and at the location of the vent. The baffle extends over the top of the insulation inward until it is at least 4 inches vertically above the top of the insulation. ❑ Masonry, site -built fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Li Building envelope air tightness complies with a post construction blower door test result of less than 7 ACH at 50 Pascals. Test conducted by a certified Duct and Envelope Tightness (DET) verifier. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Li Materials and equipment are identified so that compliance can be determined. u Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R -values and glazing U -factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply or retum ducts. All supply and return ducts are lined with metal, flex duct, ductboard or other material approved in section M1601 of the IRC. ❑ Without exception all closure systems have mastic applied that is at least 2 mm (0.08 inches) thick. All joints and seams of air ducts, air handlers, filter boxes are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B#and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam and mastic. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ All ducts and air handlers are located within conditioned space. Project Title: Residence for Mr & Mrs. Michael Matt Report date: 01/02/19 Data filename: W:\Koncul\FK-Matt- Lot #5, 106 General George C. Marshall Blvd., Tybee\Permits\Building Permit\CK-MattResidence, Lot #5, 1302 Gen. Geo. C. Marshall Blvd., Tybee, RESCHECK,1-2-2019.rck Page 4 of 6 Temperature Controls: u Where the primary heating system is a forced air-fumace, 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: Li Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. u 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. u 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: Li Heated swimming pools have an on/off heater switch. u Pool heaters operating on natural gas or LPG have an electronic pilot light. u Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste -heat -recovery systems. 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, Power, Mechanical Requirements: U A minimum of 50 percent of the lamps in permanently installed lighting fixtures are controlled with an occupancy/vacancy sensor or automated lighting control system, or can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and ‹= 40 (e) 60 lumens per watt for lamp wattage > 40 u Power attic ventilators are not permitted to be connected to the electric grid. Solar -powered attic ventilators are allowed. u Central HVAC system does not use electric resistance as the primary heat source. Exceptions: Alterations of 50% or less of the original conditioned floor area in dwellings originally permitted after January 1, 1996. Alterations to dwellings originally permitted before January 1, 1996. Other Requirements: D 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: D A permanent certificate is provided on or in the electrical distribution panel or air handler listing the predominant insulation R -values; window U -factors; type and efficiency of space -conditioning and water heating equipment.. The certificate shall also list the calculated heating load, sensible cooling load, latent cooling load and cfm for space conditioning the duct tightness and envelope tightness test results. Buildings classified as R-2 occupancy shall indicate that the visual inspection option was used or provide envelope tightness test results. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Residence for Mr & Mrs. Michael Matt Report date: 01/02/19 Data filename: W:\Koncul\FK-Matt- Lot #5, 106 General George C. Marshall Blvd., Tybee\Permits\Building Permit\CK-MattResidence, Lot #5, 1302 Gen. Geo. C. Marshall Blvd., Tybee, RESCHECK,1-2-2019.rck Page 5 of 6 n2011 Georgia State Minimum Energy Code Insulation Rating Ceiling / Roof Above -Grade Wall Below -Grade Wall Floor Ductwork (unconditioned spaces): Glass & Door Rating Window Door R -Value 30.00 13.00 0.00 13.00 U -Factor SHGC 0.35 0.35 0.30 0.30 Envelope Tightness Test Results CFM50 Total Conditioned Volume ACHso DET Verifer (Name/Phone) Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: HVAC Loads Heating Load Sensible Cooling Load Latent Cooling Load Total Air Handler CFM Load Calcs by (Name/Phone) Duct Tightness Test Results Test Type (PCO, PCT, RIT) CFM25 Floor Area Served (s.f.) Test Result(%) DET Verifer (Name/Phone) Builder/Design Professional:.43/,,,,/:;73 Comments: Paul B. deLevis Date• January2, 2018 November 28, 2018 DAVIS ENGINEERING PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695-7262 dkdbus@gmail.com George Shaw, Director of Community Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 218048 106 General George Marshall Boulevard Dear Mr. Shaw: I have reviewed the resubmittals from Mark Boswell, PE. My review is limited to drainage issues and land disturbing activities. I have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density, zoning, tree protection or subdivision regulation issues. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion the drainage design complies with the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by the GA D.O.T. or other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter Sincerely, Downer K. Davis, Jr., P.E. 21804808_ 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 3 1 3 2 8 F.O.B. Point - Tybee Island, GA PURCHASE ORDER PO Number: 19-42469 This number must appear on all related correspondence, shipping papers and invoices. Date: 11/28/2018 Requisition # : 19-42469 Ship to: CITY HALL 403 BUTLER AVENUE TYBEE ISLAND, GA 31328 Terms - Net 30 days UNE UNITS DESCRIPTION PRICE AMOUNT 1 0.00 106 GENERAL GEORGE 100-7220-52-1203 INVOICE #21804801 DATED NOVEMBER 28, 2018 FOR ENGINEERING REVIEW ON A NEW HOME. 1.00 HOUR @ $ 175/HOUR = $ 175.00 0.00 175.00 Purchase Order void after 90 days. L Special Instructions: I agree to provide the items/services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. TOTAL 175.00 Authorized by For the City of Tybee Island Date Supplier Acknowledgement Date DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbusagmail.com INVOICE November 28, 2018 Invoice #21804801 George Shaw Lisa Schaff City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 106 General George Marshall Boulevard 11-07-2018 11-28-1018 0.75 0.25 1.00 Hour Review of 09-13-18 submittal Review and concurrence @ $175/hour = $175.00 Total Due This Invoice 03(P‘ °-j1. ,a Lisa Schaaf From: Lisa Schaaf Sent: Wednesday, November 07, 2018 11:52 AM To: 'Mark Boswell' Subject: FW: 106 General George Marshall Blvd. Hi Mark, Comments from Downer.:) Lisa From: Downer Davis <dkdbus@gmail.com> Sent: Wednesday, November 07, 2018 11:49 AM To: George Shaw <gshaw@cityoftybee.org> Cc: Lisa Schaaf <Ischaaf@cityoftybee.org> Subject: Re: 106 General George Marshall Blvd. George, I have only two comments: 1. The drainage report indicates that Swale A will overflow slightly a the front yard setback. Widening of the swale bottom should eliminate this. 2. I could not find any channeling of runoff behind the building to prevent it from going to the property at the rear/east. P Please advise if you have any questions. Downer On Mon, Oct 29, 2018 at 9:56 AM Lisa Schaaf <lschaaf(a,cityoftybee.org> wrote: Hi Downer, Here is a new project. Lisa From: Mark Boswell <Iahbos@bellsouth.net> Sent: Thursday, October 25, 2018 11:13 AM To: George Shaw <gshaw@cityoftybee.org>; Lisa Schaaf <Ischaaf@cityoftybee.org>; Frank Koncul <fkoncul@hotmail.com>; Paul DeLevis <pbd@delevis.com> Subject: FIRST SUBMITTAL OF NEW PROJECT 1 Lisa Schaaf From: Sent: To: Subject: Attachments: Hi Downer, Here is a new project. Lisa Lisa Schaaf Monday, October 29, 2018 9:56 AM dkdbus@gmail.com 106 General George Marshall Blvd. , fl FK-MATT-DRAWINGS-$13-1-10n- }8`Binderl.pdf; FK-MATT-REPORT-10-25-18- Scan0151.pdf From: Mark Boswell <Iahbos@bellsouth.net> Sent: Thursday, October 25, 2018 11:13 AM To: George Shaw <gshaw@cityoftybee.org>; Lisa Schaaf <Ischaaf@cityoftybee.org>; Frank Koncul <fkoncul@hotmail.com>; Paul DeLevis <pbd@delevis.com> Subject: FIRST SUBMITTAL OF NEW PROJECT 1 DESIGN CALCULATIONS AND HYDROLOGY REPORT FOR THE Saltwind Construction Project 106 General Marshall Blvd. Tybee Island, Georgia ChrS FOR k,ohiStAt Construction Chir1S( Koncul) Imsesnyfffiturimwtzw,eat. 4 (4-AJ 0: r« Savannah, Georgia 31411 October, 2018 No. 28_72 P OFEa-;aONNJAL to— ZS—% A. BOS` BUSWELL DESIGNSERVICE.S, INC. OFFICE.' 4700 BAST HIGHWAY 80 MAILING 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 Enter Map Title \ \ • O.' !4� t ♦ r\r 1 `♦ t ,,//\\ ▪ „♦ 1 • 1 1=ti 1 1/ 1 - L__1 1 \r! �T\\I[fflil 11 I \\ • • ▪ • i I 1 i 1, 11 1 1 I 1 ,"\\ \ ;I ti L---71:-'- \ x• / t• \\\�/'\ \\• \ .,'v ,/ t • N. \\ \ ! j i I ✓ ..../...N, 'S.., \' i ► i I \\ 1 1 1 j \\ 1 f 1r�1 lix ----___----.7 //' �\ � � 1 1• �,S g1�s t / / y-- i;—•., 11,,,at j4 '` -.��� i i J // i f r// i Y 1 / "s., / f` `�'o / I /I \ -----,t /�! 1 • /r \\ t\ \\ �`!� \ � Y ` f it , October 20, 2018 --_.�,....- r �• \ Parcels Outline `_� \\ 1\ \ / \\ \\ 1:4,514 0 0.03 0.07 1 1 tl 0 0.05 0.1 0.13 mi 0.2 km Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, © OpenStreeLMap contributors, and the GIS User Community, SAGIS Savannah Area Geographic Information System (SAGIS) www.SAGIS.org P/N: 4-0001 -08-006 Owners Name: MATT * MICHAEL 5 $ SANDRA E' Owner's Address 1: Owner's Address 2: 10872 HAMPTON RD Owner's Address 3: City. FAIRFAX STATION State: VA Zip Code: 22039 2700 Property Address: GEN GEORGE MARSHALL BLVD TYBEE Street Lighting: Municipal Code: 4 Neighborhood Code: 20230 Land Units: 1 Land Frontage: 0 Land Depth: 0 Land Type: LT Real Estate Value: 256500 Land Value: 256500 Building Value: 0 Property Class: R Land Use Code: 91 Sale Price: 250000 Sale Year. 2014 gale Month: 0 I Sale Day. 1G Transit Code: 0 AFC Code: Commercial Category. Agent Total Assessment: 102 600 Legal Description 1: LOT 5 LIGHT HOUSE LANDING PH 1 Legal Description 2: 5MB 155 68 Sale or Book. 393S Sale or Page: 100 Base Year Value: 0 Base Year Value w/ CP/: 0 CAMA Land Value: 256500 CAMA Budding Value: 0 CAMA Total Value: 256500 Calculated Acreage: 0.275474 Owner Name: MATT $ MICHAEL 5 * SANDRA E' Fu/1 Address: GEN GEORGE MARSHALL. BLVD TYBEE Property Address 2: GEN GEORGE MARSHALL BLVD Property Zip Code: 31328 Estimated Zoning: R- I Estimated Zoning Description: Single Family Residential Alderman: O Commissioner: 4 Historic Pistnct N/A Land Use: Null Estimated flood Zone: AE Elementary School Howard Elementary School Middle School Coastal Middle School Nigh School: Islands High School Voter Precinct: 4- I OC Alder Text: N/A Neighborhood Text: Null C/oba//L7: {75 I AG47D-4440-4DCA-A085-r39BA7405B I D} IayerName: Parcels Outline REPORT HYDROLOGY REPORT For The Frank Konen' Project 106 General Marshall Blvd. Tybee Island, Georgia SITE NARRATIVE AND SITE CONDITIONS The existing site is vacant and the site has several trees and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project will be the construction of a new residential structure and will have grading and utilities. The total site is approximately 0.28 acres with the new project being approximately 0.2 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 will be treated as one drainage area. The existing drainage area consists of 0.28 acres which drains predominantly to the west side of the property. The existing storm water run- off volume currently leaving the site will be the maximum allowed to impact any adjacent property during post developed storm events. POST DEVELOPMENT SITE CONDITIONS The proposed site will be treated as one drainage area. New drainage is collected on site by sheet drainage and new swales into the existing Tybee right of way and drainage system. ANALYSIS METHOD The TR55 method was utilized for the analysis of the pre -development and post -development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE -DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POST -DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE -DEVELOPMENT SLOPE = SEE EXHIBITS POST DEVELOPMENT SLOPE = SEE EXHIBITS TIME OF CONCENTRATION PRE -DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST -DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff, which is encountered due to new impervious area is displayed in the summary table at the end of this report. Run-off calculations accompany this report. DRAINAGE SUMMARY TABLES AND ALLOWABLE RUN-OFF CALCULATIONS DRAINAGE AREA 1 YEAR 2 YEAR 5 YEAR 10 YEAR 25 YEAR 50 YEAR 100 YEAR E -DA 0.80 0.92 1.18 1.43 1.68 1.93 2.18 N -DA 0.96 1.08 1.33 1.58 1.83 2.07 2.32 TOTAL INCREASE IN RUN-OFF 0.16 0.16 0.17 0.15 0.15 0.14 0.14 DRAIN EXHIBITS 1 CW CALCULATIONS E -DA - CW PRE -DEVELOPED FACTOR IMPERVIOUS AREA = 0.00 AC. PERVIOUS AREA = 0.28 AC. TOTAL = 0.28 Ac (98x0.00) + (0.28x84) /0.28 = 84 N -DA - CW POST -DEVELOPED FACTOR IMPERVIOUS AREA = O. 13 AC. PERVIOUS AREA = O. 15 AC TOTAL = 0.28 Ac (98x0.13)+(84x0.15)/0.28=91 \ x6.D Z ' PM 12 66 \ IC. x8. 5 1 • PM 12 i6,i da1041 1 12 x 5 .3 X 5,8 x 5.7 16.2 1 96.3 x 8.3 X 6.3 6.3x X 6.4 x5.4 x 6.4 6.3 x X 8.3 DMA= X 6 .4 5.8 x x6,9 �- 6 i Q. " " • • • &`_.. .� Cl •X=M...•- PRE-DE V-D A 1MP = 0.00 AC (98) P = 0 .28 AC (84) T = 0.28 AC Cw=84 6. 4x LE. x 6.6 1; 1 1 1 6.2x BPIA t?s 1s PM � PM BARBED WE .Y •���•� Nr"Y sY. :�rLr.YiY��i` x 6.3 12 .77' S 07'3615` W x�� BARBED YI1RE FENCE x 6.4 x 6.6 x 5 .7 X 6.6 x6.5 x 6.8 4E_ -------- X 6'2 6. 1x NOW OR FORMERLY TYBEE ISLAND HISTORICAL SOCIETY, INC. PIN: 4-0001-13-010 x6.3 x 6.2 x 0:7 X Le X 7.2 NOW OR FORMERLY MICHAEL 0. JOHNSON PIN: 4-0001-08-007 IC. p PAI 127 x 0.0 c. PM 12 teal x •• 12 �~- 1 1 c,l rn of x 6.2 I 6 6.6 x 6.0 1 i 6. 4 x5.3 x 6.3 x 6. 3 x6,7 x 6.6 x6.7 POST-DE`a4 DA IMP = 0.13 AC (98 P=0. 15 AC (84) T 0.28 AC Cw = 91 -1:Q5' - �--O - DAYAOED BARBED PARE FENCE x 6 .7 � 3 .1 "umYw..iCsY ". V 6.28 BARBED 1NRE FENCE x 6.3 121.77' S O7'36'15- W 6.6 8 NOW OR FORMERLY TYBEE ISLAND HISTORICAL SOCIETY, INC. PIN: 4-0001-13-010 6 .00 x5.6 6 0.4 112 co 1n ' r 5.96 x 5.9 x5 .7 x5.9 x 6 .5 I 1 1 6.6x I 1w IM x 6.2 x I14 m 16.4 MO MI x 6.8 86.7 x6.6 NOW OR FORMERLY MICHAEL G. JOHNSON PIN: 4-0001-08-007 HYDROGRAPHS 2- Eke - 1 5 40- 3 DEiq iv ct4- 4 Project: FK-MATT-PRE-HYDRO. GMT: SAVANNAH.IDF 7 hyd's 10-20-2018 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 2 3 4 5 6 7 SCS Runoff SCS Runoff SCS Runoff SCS Runoff SCS Runoff SCS Runoff SCS Runoff 0.80 0.92 1.18 1.43 1,68 1.93 2.18 1 1 1 1 1 1 1 726 726 726 726 726 726 726 2,824 3,279 4,208 5,154 6,112 7,079 8,052 1 2 5 10 25 50 100 — - — — --- — — - - ---- -- ---- -- FK-MATT-PRE-DEV-1- FK-MATT-PRE-DEV-2- FK-MATT-PRE-DEV-5- FK-MATT-PRE-DEV-10 FK-MATT-PRE-DEV-25 FK-MATT-PRE-DEV-50 FIE-MATT-PRE-DEV-10 --- --- -- — — - Proj. file: FK-MATT PRE -HYDRO GRPF file: SAVANNAH.IDF Run date: 10-20-2018 Hydrograph Plot English Hyd. No. 1 FK-MATT-PRE-DEV-1-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 1 yrs = 0.28 ac = 0.0 % = USER = 4.50 in =24 hrs Peak discharge = 0.80 cfs Time interval = 1 min Curve number = 84 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 0.8 0.6 0 0.4 0.2 0.0 0 Total Volume = 2,824 cuft 1 -SCS Runoff -1 Yr - Qp = 0.80 cfs f 5 10 Time (hrs) / Hyd. 1 15 20 25 Hydrograph Plot English Hyd. No. 2 FK-MATT PRE-DEV 2-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 2 yrs = 0.28 ac = 0.0 % = USER = 5.00 in = 24 hrs Peak discharge = 0.92 cfs Time interval = 1 min Curve number = 84 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type 111 Shape factor = 300 Total Volume = 3,279 cuft 2-SCS Runoff -2Yr-Qp=0.92cfs 1.0 0.8 to 0.6 w u a 0.4 0.2 0.0 5 T 10 Time (hrs) Hyd. 2 15 20 25 Hydrograph Plot English Hyd. No. 3 FK-MATT PRE-DEV-5-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 5 yrs = 0.28 ac = 0.0 % = USER = 6.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 = 1.18 cfs = 1 min = 84 = 0ft 1.5 1.0 V 0.5 0.0 0 Total Volume = 4,208 cuft 3 - SCS Runoff - 5 Yr - Qp = 1.18 cfs 10 Time (hrs) j Hyd. 3 15 20 25 Hydrograph Plot English Hyd. No. 4 FK-MATT PRE-DEV-10-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 10 yrs = 0.28 ac = 0.0 % = USER = 7.00 in = 24 hrs 1.5 1.0 0.5 0.0 0 Peak discharge = 1.43 cfs Time interval = 1 min Curve number = 84 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type 111 Shape factor = 300 Total Volume = 5,154 cuft 4 - SCS Runoff - 10 Yr - Qp = 1.43 cfs 5 10 15 20 25 Time (hrs) / Hyd. 4 Hydrograph Plot English Hyd. No. 5 FK-MATT-PRE-DEV-25-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 25 yrs = 0.28 ac = 0.0 % = USER = 8.00 in = 24 hrs Peak discharge = 1.68 cfs Time interval = 1 min Curve number = 84 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 2.0 1.5 Cn 0 1.0 0.5 0.0 0 Total Volume = 6,112 cuft 5 - SCS Runoff - 25 Yr - Qp = 1.55 cfs 10 Time (hrs) ® Hyd. 5 15 20 25 Hydrograph Plot English Hyd. No. 6 FK-MATT PRE-DEV 50-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 50 yrs = 0.28 ac = 0.0 % USER = 9.00 in = 24 hrs Peak discharge = 1.93 cfs Time interval = 1 min Curve number = 84 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type 111 Shape factor = 300 2.0 1.5 0.5 0.0 0 Total Volume = 7,079 cuft 6 - SCS Runoff - 50 Yr - Qp = 1.93 cfs 10 15 Time (hrs) A Hyd. 6 20 25 Hydrograph Plot English Hyd. No. 7 F K -MATT -P R E -D EV-100-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 100 yrs = 0.28 ac = 0.0 % = USER = 10.00 in = 24 hrs Peak discharge = 2.18 cfs Time interval = 1 min Curve number = 84 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type 111 Shape factor = 300 Total Volume = 8,052 cuft 7 - SCS Runoff - 100 Yr - Qp = 2.18 cfs 2.5 - 2.0 0.5 0.0 0 5 10 Time (hrs) 4041 Hyd. 7 15 20 25 7 p©5Y- DE,/ Project: FK-MATT POST-HYDRO[GO /SAVANNAH.IDF 5 6 7 hyd's 10-20-2018 Hydrograph Summary Report Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (Yrs) (ft) (cuft) 1 SCS Runoff 0.96 1 726 3,508 1 — -- -- FK-MATT-POST-DEV-1 2 SCS Runoff 1.08 1 726 3,993 2 — ---- FK-MATT-POST-DEV-2 3 SCS Runoff 1.33 1 726 4,971 5 -- -- -- FK-MATT POST-DEV-5 4 SCS Runoff 1.58 1 726 5,956 10 -- --- ---- FK-MATT-POST-DEV-1 5 SCS Runoff 1.83 1 726 6,945 25 -- -- FK-MATT-POST-DEV-2 6 SCS Runoff 2.07 1 726 7,936 50 --- --- ---- FK-MATT-POST-DEV-5 7 SCS Runoff 2.32 1 726 8,930 100 — -- FK-MATT-POST-DEV-1 Proj. file: FK-MATT POST-HYDRO.GB'6VFile: SAVANNAH.IDF I Run date: 10-20-2018 Page 1 Hydrograph Plat Hyd. No. 1 FK-MATT POST-DEV-1-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 1 yrs = 0.28 ac = 0.0 % = USER = 4.50 in = 24 hrs Peak discharge = 0.96 cfs Time interval = 1 min Curve number = 91 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 English 1.0 0.8 tn 0.6 d 0.4 0.2 0.0 Total Volume = 3,508 cuft 1 - SCS Runoff -1 Yr - Qp = 0.96 cfs 0 5 10 15 20 Time (hrs) Hyd. 1 25 Hydrograph Riot English Hyd. No. 2 FK-MATT POST DEV--2-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 2 yrs = 0.28 ac = 0.0 % = USER = 5.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor = 1.08 cfs = 1 min = 91 = 0ft = 6 min = Type III = 300 1.5 1.0 V 0 0.5 0.0 0 Total Volume = 3,993 cuft 2 - SCS Runoff - 2 Yr - Qp = 1.08 cfs 5 10 Time (hrs) Hyd. 2 15 20 25 Hydrograph Plot Hyd. No. 3 FK-MATT P©ST-DEV 5-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 5 yrs = 0.28 ac = 0.0 % = USER = 6.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) = 6 min Distribution = Type 111 Shape factor = 300 = 1.33 cfs = 1 min = 91 = 0ft English CO a 1.5 1.0 0.5 0.0 0 Total Volume = 4,971 cuft 3 - SCS Runoff - 5 Yr - Qp = 1.33 cfs 5 10 Time (hrs) / Hyd. 3 15 20 25 Hydrograph Plot English Hyd. No. 4 FK-MATT-POST Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip_ Storm duration DEV-10-YR = SCS Runoff = 10 yrs = 0.28 ac = 0.0 % = USER = 7.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 = 1.58 cfs = 1 min = 91 = 0ft Total Volume = 5,956 cuft 4-SCS Runoff -10Yr-Qp = 1.58cfs 2.0 1.5 0.5 0.0 0 5 10 Time (hrs) % Hyd. 4 15 20 25 Hydrograph Plot Hyd. No. 5 FK-MATT-POST-DEV-25-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 25 yrs = 0.28 ac = 0.0 % = USER = 8.00 in = 24 hrs Peak discharge = 1.83 cfs Time interval = 1 min Curve number = 91 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type 111 Shape factor = 300 English Total Volume = 6,945 cuft 5 - SCS Runoff - 25 Yr - Op = 1.83 cfs 10 15 20 Time (hrs) / Hyd. 5 Hydrograph Plat English Hyd. No. 6 FK-MATT-POST- Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration DEV-50-YR = SCS Runoff = 50 yrs = 0.28 ac = 0.0 % = USER = 9.00 in = 24 hrs Peak discharge = 2.07 cfs Time interval = 1 min Curve number = 91 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type 111 Shape factor = 300 Total Volume = 7,936 cuft 6 - SCS Runoff - 50 Yr - Qp = 2.07 cfs 2.5 2.0 to 1.5 c.) 1.0 0.5 0.0 D 5 10 Time (hrs) Hyd. 6 15 20 25 Hydrograph Piot Hyd. No. 7 FK-MATT POST DEV 100-YR Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 100 yrs = 0.26 ac = 0.0 % = USER = 10.00 in = 24 hrs 2.5 2.0 co 1.5 a 1.0 0.5 0.0 0 English Peak discharge = 2.32 cfs Time interval = 1 min Curve number = 91 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 8,930 cuft 7 - SCS Runoff -100Yr-Qp=2.32cfs 5 10 Time (hrs) / Hyd. 7 15 20 25 SWALE CALCULATIONS Worksheet far FK-MATT SWALE-A Project Description —" Friction Method Manning Formula Solve For Normal Depth 1 Input Data Roughness Coefficient 0.025 Channel Slope 0.24000 Left Side Slope ft/ft (H:V) Right Side Slope 3.00 ft/ft (H:V) Bottom Width 3.00 ft Discharge 0.92 ft'/s .� Results Normal Depth 2.95 in Flow Area 0.92 ft2 Wetted Perimeter 4.56 ft Hydraulic Radius 2.42 in Top Width 4.48 ft Critical Depth 0.14 ft Critical Slope 0.01866 ft/ft Velocity 1.00 ft/s Velocity Head 0.02 ft Specific Energy 0.26 ft Froude Number 0.39 Flow Type Subcritical GVF Input Data Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 2.95 in Critical Depth 0.14 ft Channel Slope 0.24000 % Bentley Systems, Inc. Haestad Methods SohRkrtltsjerrteviMaster V8i (SELECTseries 1) [08.11.01.03] 10/2012018 3:45:53 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for FK-MATT SWALE-A GVF Output Data Critical Slope 0.01866 ft/ft Bentley Systems, Inc. Haestad Methods Solkkidrileph1mMaster V8i (SELECTseries 1) [08.11.01.03] 1012012018 3:45:53 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Worksheet for FK-MATT SWALE.B Project Description Friction Method Solve For Input Data Manning Formul Roughness Coefficient .0.025 Channel Slope 0.22000 % Left Side Slope 3.00 ft/ft Right Side Slope 3.00 ft/ft (H:V) Bottom Width 3.00 ft Discharge 0.92 ft'/s — (L S (ZE- L2-5 Results Normal- Depth Flow Area 0.95 ft2 Wetted Perimeter 4.59 ft Hydraulic Radius 2.47 in Top Width 4.51 ft Critical Depth 0.14 ft Critical Slope 0.01866 ft/ft Velocity 0.97 ft/s Velocity Head 0.01 ft Specific Energy 0.27 ft Froude Number 0.37 Flow Type Subcritical 3.02 in Z5 GVF input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope 0.00 in 0.00 ft 0 0.00 in 0.00 ft Infinity ft/s Infinity ft/s 3.02 in 0.14 ft 0.22000 % Bentley Systems, Inc. Haestad Methods SoIi i5jeMtewMaster V81 (SELECTseries 1) j08.11.01.03] 1012012018 3:46:49 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for FK-MATT-SWALE-B GVF Output Data Critical Slope 0.01866 fttft Bentley Systems, Inc. Haestad Methods Sott iodifi*MewMaster Val (SELECTseries 1) [08.11.01.031 1012012018 3:46:49 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 SOILS Soil Map —Bryan and Chatham Counties, Georgia 32° V 19' N NA 514440 514450 514480 I I 1 I 1 1 I 514440 514453 514480 514470 514480 514490 514503 514510 Map Sole: 1:502 if printed on A landsca pe (11"x 83") sheet. 0 5 10 20 Meters 30 0 20 40 Map projecden: Web Mercator Comer coordinates: WGS84 Edge tics: TM Zone 17N WG584 83 120 Natural Reso urc es Co nservation Service Web Soil Survey National Cooperative Soil Survey 514520 514530 Feet 10/21/2018 Page 1 of 3 32 ° 1'21 "N 32° 1' t9" N Soil Map —Bryan and Chatham Counties, Georgia MAP LEGEND Area of Int erest (AO1) Area of Interest (A01) S oils w Soli Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Grave lly Spot Landfill Lava Flow Marsh or swamp M ine or Quarry Misce llaneous Watet Pe re nnial Water Ro ck Outcrop Saline Spot Sandy Spot Severe ly Eroded Spbt Sinkhole Slide or Slip So dic Spot Spoil Area Stony Sp ot Very Stony Spot Wet Spot Other Special Line Fe atures Wat er Features Streams and Canals Transp ortation Rails Inter state Highways .+w m US Routes Major Roads Local Roads Background EU Aerial Photography MAP INFORMATION The soil surveys that comprise your A OI 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 accurac y of soil line placem ent. 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 map meas urements . Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area . A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Bryan and Chatham Counties, Georgia Survey Area Data: Version 13, Sep 13, 2018 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Dec 31, 2009 —Sep 30, 2017 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. Natural Resources Conse rvation Service W2b Soil Survey National Cooperative Soil Survey 10/21/2018 Page 2 of 3 Dil Map —Bryan and Chatham Counties, Georgia Map Unit Legend Map Unit Symbol Map Unit Name Acres In A OI Percent of AOI Cue [TotaIn for Area of Interest Chipley-Urban land cnmplex 1.2 i 100.0% 100.0 % Natural •Resou+ces Web Soil Survey 10/21/2018 ' ' Consett r'lon ,:rvice National Coo perative Soil Survey Page 3 of 3 FEMA National Flood Hazard Layer FI RMette Feet 1:6,000 32° r5. 2a" N 1,000 1,500 2,000 reels --� r 1 25f1' 500 wl 1, USGS The National Map. Orthoi iacierry. Data refreshe d October 2017. 3r� .. t. Legend SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS OTHER AREAS OF FLOOD HAZARD M,9L'SUMS OTHER AREAS GENERAL STRUCTURES OTHER FEATURES Without Base Flood Elevation (BFE) Z.,ns A, V, A9F , With BFE or Depth Z on e AE AO, AN, LE AR Regulatory Floodway 0.2 % Annual Chance Flood Hazard, Area<. of 1% annual ch ance flood with average depth less th an one foot or with drainage areas of less than one square mile rom Future Conditions 1% Annual Chance Flood Hazard zoo x Area with Reduced Flood Risk due to Lev ee. See Notes.. Area with Flood Risk due to Levee , ree SCREENI Area of Minimal Fl ood Hazatd - Effective LO MRs Ar ea of Undetermined Fl ood Hazard - — - - Channel, Culvert, or Storm Sewer 11111 Levee, Dike, or Fl oodwall 20.2 Cross Sections with 1% Annual Chance --MA Water Surface Ele vation - - Coastal Transect Base Flood Elevati on Line (BFE) Limit of Study Jurisdiction Bound ary Coastal Transect Baseline Profile Baseline Hydrographic Feature 0 Digital Data Available N Q No Digital Data Available MAP PANELS! 0 Unma{iped The pin displayed on the map Is an approximate point selected by the user and does not represer an authoritative property location, This map compiles with FE MA's Standards for the use of digital flood maps if It is not void as d escribed below. The basemap shown compiles with FE MA's basemap accuracy standards The flood hazard informati on Is derived directly from the authoritative NFHL web services provided by FE MA. This map was exported on 10/20/2018 at 4:32:30 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new d ata over time. This map imag e is void if the one or more of the following map elements db not appear: basemap Imagery, flood zone labels, legend, scale bar, map creation date, community Identifier s, FIR M panel number, and FIRM effective date. Map images for unmapped and unmodernlzed areas cannot be used for regulatory purposes. o � N N PM - N\a0 M11s IL . J 14. 0 I 1" I ;731 .=1 `I x 1 I POOP O. I1 . 5.5 N f{yg•y'. 5. 7 0. 4 .OM n1 u .4.a - - _ al. „1-17,f-1- „ .I ~�,1. vi 4. 4. WPM APE FENCE 141. 0. 5 OTaB'IS' W LP as AI A ITT .11. 10 0.2 L AI I. I. _ IiY i�gyq 1 PMBEC W RE PixcE 4. 1 EXISTING SITE AND DEMOLITION PLAN S PECIAL BU ILD IN G SET B ACK LIN E N OT ES : ' THE HUILDIIIG OUTLINE SHOWN 0 11 THE PLANS :5 ASSUM ING THE MOST 0U' P." PART 0' THE 511101115. 2 ' 1,1 000 QUI-SIDE PA11 01 THE BUILDING INCLUDES n.. 510100. SMIUII[R5 LIT' : R. 1 ' )W115FOU' : ,T 1'.101': TRIM W000 Of ANY • •Il 1.1TYPE 1M 32.TERING' 1•'. ARNMT,C FA RT OP TI -L5 B111L' J1NG. 3 _J NIPACII:R}1L, COORDINATE BUILDING WITH IHI:'JMIER AND ARCHITECT TO MA1: SURE THAI NO PART 0' 1111 0210 10, WITH THE EXCEPTIO N OM T1,1- '(1RHANG. PROTRUDES 001 -•'DE 01 THE DUILDING SET BACK LINt V ERTICALLI ' RO M THE GR OUND LINE TO THE 000100 OF 'HL F. ..T 0E00000 GUTTER 50:• 113 15 10 BE INCLUDED A5 FAR T 00 1114 5 ,AVEL/ "HAILE A. CON511, - THE TYSBt PLANIIIN. AND 200100 DEPAP. TMENT FO R BUILDING 3141 BAL K LINL +.: V UIR'. ". N' S 11 A' T 11LR SYSTEM 15 011.12ED A ND 1`011 WNSPO U 0•,51,'. 00 1110 E 1RCPL', •... EL ' 1' A TIE ShAPI5 0000 01 ' REM ' ANL AC CO MPS 1• 5 CONSUL- _ Y M., PLANIIING AND 20NING D. 15' 1'. • .1101. BUILDING SET P1. - „r1 REQUIREMENTS If A 51'x:.. 100 0)35' . U' 02 . G GERM' , . lE .1E OCCUI' AlICY WILL •.• 1' BE GRAIITOO 111 A NY PART O" TH1 BUILDING (1112100010 SIDING. SHUTTERS GUTTERS. C• ':05PU L'15 E/015/115,01l1 TOG,, TRIM . WA1ER TAHI. OR A NY •: 'IC WORK. ETC.) E% TEN0 r T " RTHE''. .ILDING SET BACK LINE 101000111 A VARI .1. . a> OA SPECIAL AVERAGE GR ADE NOTES : MINDING T is m 0001,111!' 0141 'B1 NM)2CN11. • '*01ME'I LEGEND NEW EXISTING DESCRIPTION O O - m- BUILDING RESURFACE ASPHALT PAVEMENT ASPHALT PAVEMENT TYPE I ASPHALT PAVEMENT TYPE II CONCRETE PAVEMENT CONCRETE SIDEWALK STORM DRAIN UNE - BS- - ss- SANITARY SEWER UNE - W - - W - WATER UNE • 15 C.V ® M W.V ® ▪ W .M0 SANITARY SEWER MANHOLE GAS VALVE WATER VALVE WATER METER FIRE HYDRANT ▪ SIGN ▪ FLARED END SECTION SPOT ELEVATION CONT OUR 0E4.13 LE4.13 INVERT ELEVATION -s- CHAIN UNK FENCE DITCH INVERT 'ROPERTY UNE IPo RON PIN FOUND 1W 18.83 TOP OF WALK TP 14.85 TOP OF PAVEMENT FG 18.1 FINISHED GRADE 1S 18.1G TOP OF STONE 1G 18 .10 TOP OF GUTTER 10 18.10 TOP OF CURB NT BOS WELL DESIGN SERVICES, INC. I� a I R :�00 [XDA' 60 PIMA WIMP AMU t-POMMO,111 C-1 1 oL out 'Is INC. ry•:�i1 I HI POOL FEN • .4 nG II 4-- #5 I L L BARB aa PR OPOSED SITE PLAN GENERAL GEORGE C. MARSHAL BOULEVARD 60' R/W"MO 0211111 _ 1 ;Mt, l� LNG .. --.. CE a s 121.1 Y S GT,16 Y ,. BNBED BRE FENCE SPECIAL A VER AGE G RAD E NOT ES : 1 T111 AVEPWGE GRADE TO BE USED A5 A BASE ELEVATION 5; SET THE BUILDING HEIGHT IS TO BE O BTAINED FR OM TH E TYBEE ISLAND PIANN', AND ZO NING DEPAR TMENT TREC' 7-2 NO 6101 - PIN: SPECIA L BU ILDING SE T BACK LINE NOTES : THE BUILDING OUTLINE SIIOWII ON THE PLANS 15 ASSU MING TIIE hMJ5T O UTSIDE PART OP THE BUILDING. L. THE MO ST OUTSIDE PAR T OF THE BUILDING ,_1)DE5 ALL 5101113 SHUTTERS. GUTTERS DOW NSPOUTS. DOWNSPUF B'CV::T5. TRIM WORK OF Mli KIND Ok T1PE OF COVERING OR AESTEL PA RT OF THE BUILDING. 3. CONTRACTOR 15 10 COORDINATE' . S..0 _'LNG WITH THE O WNER AND A KCHITE T TO MAKt SURE THA T N1-• PART OF 1+1 01.11 DING. WIT11 THE EXCEPTION OF THE O VERRAN.^. , PROEM UE+fSIUE OF 111E BUILDING SET BACK LINE VERTICALLY FROM THE ' ROU1.D 051 TO THE BO TTOM OF THE R OOF OV ERHANG. GUTTER SYSTEM 15 TO 51 " ICWDED A5 PART OF THE AVOW ED OVERHANG. 4. 00 115315 THE 1)0EE PLANNING MW ):; )1'ry DEPARTMENT fOR BUIL DING 5E1 BACK LINE REO UIREI,IENTS IPA G UTTER SYSTEM 15 UTILIZED AND FOP , DO WN SPOUTS. DOWNSPOUT 00015. FIREPLACES. ELEVATOR SHAFTS Roar DECKS, iTNRS A ND AC C OM PRESSO RS. 5. CONSULT THE TYBEE PLANNING AND ZTEu1G DEPART ME NT FOR BUIL DING SET DACN LINE REQ UIREMENTS IF A SPREAD "00111(5 15 USED. 6. CE, -11 fICATE OF VCCUPAIIC' Y WEL 1(01 BE T ALITED IF ANY PART OF THE LIUILOING NNCLU0111G SIDING. SHUTTERS. GUTTERS. D OWNSPOUTS DOWNSPO UT BOOTS. TR, WATER TABLE "f AN Y AEST1CTIC W ORK . ETC. ) EXTEND S O VER THE BUILDING SET BACK LINE W 111011) A VARIANCE . CONDITIONS WHICH CAN NO r DE PO.EE..0 Talrry FOR RR D.N A 2 OUTFALL F OR THE 5,M N.,, IITHINTHE CITY Of MEL Er LST1PR_ 6P�11A_+=:°• ..�F .,EW JlnrAiu �L z5CM��` OF0N C 213 ALL tAlle01 1111,401 Zi Nal MT APPROVAL AND Avm M-1.. al. 11a b e Cenbudz �b X1.0 aWt am,*onerieurbea An* LEGEND SIALE 'B' DETAIL ITEM EXISTING PROPOSED TORO CONTOURS D RAI NAGE FLOW ARROWS TOP OF PARKING SLAB FG 123 —12— I AIL ROA D . .1059,5 OURD AND CO: AREAD E _�.. IE .. WITH THE Y Of NI __ 15LATTO G , ANT . ALL NEC D' ART PEP,A,5 FAUSTOD f AI NELT tt ISLAN D P RIOR iU J MIfEw EMO ROOF PL AN TO COORDINATE Pu 'AS LIEI TITNG ti ECU' A.KOPTCAT, WlulPP, nr NCIES. -UIseG _w nn _. C ONTF TOP .IS rt s: ,rT.Slt F OR LOCTIN. 4L t Xra li. UTIUT:+.AU. Bt REPI AIRED , TH,Y coww t. >,F • COW AC 3 OfITR,T OR 15 10 o oRDIII ATE ILL L' .'.100 OWNER W1L DECO, THE P ROPERT Y t • .42. 4 RE MOVE. AL 1,1, YOUr `,1 TO UTILIZE D DO NOT TIRED IN PL ACET . 5 REM OVE All TREES A5 55 RO 05 PRNNENT DA MA_E To f_41,1 rETTF EE.,LmERE rD alE . X TREE D TO DE REM OVED , rN ON H ALL NOTDf EI TNIE D T O,DY NM FOR WORK REM 70 OE RE I :•. .1E y: INS Y9 0. me of IO BOS WELL DESIGN SERVICES. INC. 1 gm Tim mm o a<< MB A NM BNDB] MICL1310,01 D RAWING Num 6. C-2 2 of 6 SHEEre SOIL VISION LEGEND 11.01 N N N I orN n� „ Jo °A 6° I --tai--- igs L. ILO ae ..1 OA 0.1 0.5 x6 10 OA a° J PO 6S 131, s orme• w — —- _ — BPAeN Wa FENCE SO IL EROSION AND SED IM ENT CONTROL PLAN - PHASE I IIETIANOS A VID AL MEM= A PE MOM A la mp mY OF ME RIPS OF MMIFERS MOAN SEA M OF LEMMA RE PARMOMY Of AMORAL OA vem '`ma Stoma MO EM S TO OW REMOVAL NOTE I. 1 PERIMETER MT rElIX PLACE uxi an. siFsiuvn ai ° xrs °comma LE VEL II CE RTIFI CATION NO. 210 4 ISSUE D 11- 505 EXPIRE S 11 .5.2 0 mEa xmr W( SNP mle nPw:mx am 1141.1.01 01.1111M0 MIA BTAISPOION • 1101.06111, POMO ML A ITIS OL9510011 00111.1111.19 • ,°00013 �° PEP OP P OP 011/01A0E eo n. P11011:611011 PET 113:0011T MID ? VW onscoat 0111.q001 �M YOAp1 100,101. UV. PIODO 01 MEMOI R P P COMP . gel CI CD CD STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER . 2. NON—E> EMPT ACTIVITIES SHALL NOT BE CONDUCTED WI THIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION VATHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. Erosi on and Sediment Control Phas ing I nitial Phase (Ph ase 1) 1. This phas e sh all Include Silt fen cing and constru ction .,It. and sediment and dete ntion p ond s to be Metalled pri or to on, l and disturbing activities to preve nt s edhnent fr om l eaving the .11 e. Intermedi at e Pha se (Ph ase 10 1. Thi s phas e sh all i nclude constr uctio n of any outlet stru ct ur e., retr ofit., check d am e inl et. pr otection and temporary grossing . Final Ph on e (Phon e III) 1. This ph ase shall Include out leil pr otecti on. any revised inlet pr otection and a ny other permane nt dean's. BOS WELL DESIGN SERVICES, INC. !? li a 1-000-26Mm11mnm DRAWING' Num.,: C-3 30, 05Mi 15 11.14. S OIL EROS ION AND SEDIMENT C ONTROL PLAN - PHAS E II ILO OU TLAW ME JOROTI NW OF M COBS V P6p NLSER IOT aM m ss OF M A2YB UBB cTOf IPNYIN OBT PR OPER MOOT APPIXATO NS MO APPROVAL ILI 1)I.IT SD E P BARBED FONEE der FOP FEW& NOTE NEIROF113. MINE= mT FENC E wm Cac mornm COT To BE LEFT n Pus UNTIL BM MS acwRN: ea Lvala, L EVEL II CER TI FICATION NO.21 04 IS SUED 11 605 EXPIRES I 1-5 .20 STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER . 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS . BMW OO NSTRIXT ON NOM 111E MOW= KNOW OR MN REASOMOLY UMW PAL r a . as s wr.1. OF BY OBB N. OBOOPANCYwnr ZAN OterFA STV OT MR ANY MORN OR £101POP NPR. BY 1 01 FOR 11 0Ot rm. 10 BE 1 6-GON TRULAD =ROB OF SAM mat OFSSIOS5ocr Erosio n and Sedhlle nt Co nt rol Phatlg I nitial Ph ase (Ph ase 1) 1. T M. ph as e an al I nclud e St /analog and canst n, ation fits and s edi ment and d et enti on ponds to be Met all ed prior to an on d d loturblg activities to pr event se di me nt fr om le aving th e site . intermediate Phan (Phase n) 1. fid e ph as e shell Incl ude c onstr uctio n of any outl et str uct ur es, r etr ofit s, check dome. N ets prote cti on and tempor ary er asaNg . Fin al Phan (Ph an III) 1. TM s ph ase alma In cl ude outran prot ectio n, any revised i nlet pr ot ection and any other permanent devic es. =CALL, 1._ BOSWELL DESIGN SERVICES, 1 z C-4 GENERAL GEORGE C. MARSHAL BOULEVARD INC. 1114 HI POOL rol N N 40. IL .I. J I" I IgmI SOIL EROSION AND SEDIMENT CON TROL PLA N - PHASE III A 10 MUMS R OM 11011. 0109 A RE WEB 41/1110KTOS a1 1HE COWS Or fora erilw9 FMA IT err ue in n DEVIAT.B CETO MY 111011,0 11,0rur 1° .sVITROUT PROM 1,001,00.0110 49 A PP RO VAL 60' R/w a,s I, }r am[ _ unnc] €III A 0. 10 e' Plt .e 1b .?r -OOTrr te. 303623131110 1 eMP SEWN. Na,E : 1. IIETRORTS W MEN S aT FENCE ML47"..A, ON N "L"' HAS ° OCHRE°. LEVEL. 11 CERTIFICATION NO. 21 04 IS SUED 11-5-05 EXPIRES 11.5-20 O mINCh sT PIN: STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. Ero sio n and S edim ent C ontrol Phasing Initi al Ph as e (Phas e 1) 1. This phase sh ag In cl ud e Silt f encing a nd c onstru ctio n mite and sedim ent and d ete ntio n p onds to be Inst alled land disturbi ng aat5Wti ee to pr eve nt sedhne nf fr om IeaWng the Ma. pri or to an Interm ediat e Ph ase ( Ph ase 11) /. Th in ph ase sh all incl ud e con str uction of a ny outlet ed nr et ures, retrofits , check dams, inl et s pr otection a nd te mp orary grossing . Fin al Phas e (Phase 110 1. This phase sh all i ncl ude outr an protectio n, any re0s e! I nl et protecti on and any other perm an ent d epc es. WW1 CONMOVOS et we &ma 14 11E 110- COH410 .0102 SW AIN= Or MP ORM MAO. nq.1 AgW re ras s amommar su p. MO IMMO oafi slaq uare MT A NY NOM ew CROW ;sw am RIMY RR ROW BOS WELL DESIGN SERVICES, INC . Men r wearer )2 sae PREP IINEVIE L11,Win c R umor s C-5 So? o S H,'TS