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ROSEWOOD AVE_6 1OF3.pdf
CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 71251201.7 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 160144 NEW SINGLE FAMILY HOME P BART J. ROWLEY III P.O. BOX 102 WEST GROVE PA 19390 6 ROSEWOOD AVE P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org CERTIFICATE OF OCCUPANCY REQUIREMENTS Permit # L r 0 1 qq Job Address Job Name Owneerr/Contractor post house number (and unit numbers if applicable) ' no attic storage signs, if applicable Energy Code Compliance Certificate pass FihaFBuilding inspection Elevation Certificate, Finished Construction As -built Survey �--- Height Certification if required g � q Drainage Certification from Project Engineer Nonconversion Agreement (attached) — must be recorded with Chatham County Breakaway Wall Certificate (V -Zone only) Mitigation of Trees, if required Payment of outstanding fees, if applicable Cidof 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. /UA Drainage Certification from the City's Consulting Engineer, if applicable Drainage Certification from the Director of Public Works Department, if applicable FEMA Inspection from Planning & Zoning Manager 1110312014 Cross reference to Book,10 Page 10 IIIIIII! IIIIII IIIIIIII IIIIIlIIIllllll IIIIIIIIII llllllllll IIIIIlllIIIIIIIIIIIIIII Doc ID: 030464300001 Type: ACRE Recorded: 06/28/2017 at 12:47:pg pM Fee Amt: $10.008 Pape 1 of 1 Chatham, Ga. Clerk Superior Court Tammie Mosley Clerk �SSuperior Court BK 1 113 PG 132 1 3 L CITY OF TYBEE ISLAND COMMUNITY DEVELOPMENT NON -CONVERSION AGREEMENT FOR CERTAIN STRUCTURES IN THE FLOODPLAIN Application has been made for a permit from the City of Tybee Island, Georgia. ` � Permit #: /� —O ! 4T Property Owner: -Raw lec* i�dr-� �, Address: Cc 1ZG3 le W008 Poe n me PIN:4—0003-09-033 Legal: 1.08+ 12$ sag .-F Lc+ 1-.X Bock 1 a f+ Scre yen wa Base Flood Elevation at the site is 1 I feet (NGVD) In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Properly Owner agrees to the following: 1. That the enclosed area below the Base Flood Elevation shall he used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood -resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazard Area. 6. That any variation in construction beyond what is permitted shall constitute a violation and be abatable as such. Signature of Property Owner Signature of Property Owner STATE OF GEORGIA COUNTY OF CHATHAM ) Subs ibed to and swo before his_)JE da of 1J WVw y , 20 { Notary Public WITNESS SIGNATUR E��� My commission expires:.3�(i 1 Note: A Nonconversion Agreement ntnst be used whenever atr enclosed strttcttu-e or portion of a su•ucture is built or substantially improved withiia the 100 -year Floodplain beloiv the Base Flood Elevation. A Nonconversion Agreement must satisfy all of the above Conditions and requires proper recordation in the land records of Chatham County, Georgia. Tammie Mosley Chatham County Clerk Superior Court 133 Montgomery Street Suite 304 Savannah, GA 31401 Phone: 912-652-7214 Fax: 912-652-7523 Request for Correction CITY OF TYBEE ISLAND PO BOX 2749 TYBEE ISLAND, GA 31328 Dear CITY OF TYBEE ISLAND, The following Document is being returned for reason (s) checked below: 07/13/2017 Date 5397 Reference No • Grantor/Grantee Error. Need property owners full name for indexing purposes. Document is listed as "unknown" • If you have any questions, please call the following number: 912-652-7206 9 Other: Additional $2 will be needed for each cross referenced book and page • Please include a re-recording fee. Please return this letter with the document(s) when you re -submit the document(s). Sincerely, • — �� Robin Osborne- uncap Cross reference to Bookd&f Page 10 +Illlllflll�llll!!Ill+Il�llfOl�lll�ll!![1111[+�ll�+![I�!! Doc ID: 030464300001 Type; AGFtE Recorded; 06/28/2017 at 12:47:09 pM Fee Amt: $10.00 Pape' of 1 Chatham, Ga. Clerk Superior Court Tammie Mosley Clerk Superior Court BK 1113 PG 132 CITY OF TYBEE ISLAND COMMUNITY DEVELOPMENT NON -CONVERSION AGREEMENT FOR CERTYI,IN STRUCTURES. IN THE FLOODPLAIN Application has been made for a permit from the City of Tybee Island, Georgia. Permit #: %& -0 t PropertyOwner: `1�aw le� Address: Co R03 e I COCA �tJB h LLQ PIN: 4-0003-09-033 Legal: L0+ 12.5 5148 04 � I'.)- $bcK l�. *+ Scr�ve�n Wa Base Flood Elevation at the site isi II feet (NGVD) In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed -of flood -resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit .the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5. That the requested structure may be. subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazard Area. 6. That any variation in construction beyond what is permitted shall constitute a violation and be abatable as such. Signature of Property Owner Signature of Property Owner STATE OF GEORGIA ) COUNTY OF CHATHAM ) Subs 'bed to and swo before mr1his day of , 20 f 01k I U t; ,� ✓,�� Not ublic WITNESS SIGNATURE/ My Comm'ission expires:_ Note -,A-yoneonverslon Aireentent nntst be used whenever mr enclosed structure or portion of a structure is built or substantially improved +vitltin fire 100 ynar.F.loodplaiFrbelory the !lase Flood Elevation. A Nonconversion Agreement must satisfy all of the above conditions and requires proper recordation ire the land records of chalhats County, Georgia. az sce C70 engineering CivNFnvir onmental Consulting July 20, 2017 George Shaw Planning & Zoning Manager City of Tybee Island, GA P.O. Box 2749 403 Butler Ave Tybee Island, GA 31328 Phone: 912-472-5030 Fax: 912-786-9539 Re: ROWLEY RESIDENCE 6 ROSEW06D AVE,, TYBEE ISL, GA (Previously referred to as 8B ROSEWOOD AVE) Engineer's Certification Based upon my field observations of the project, it is my judgment that the work performed is in general conformance with the approved civil site plans and specifications dated Feb 20th 2016, Punchlist Items No punchlist items are remaining at this time. If you need more information or have additional questions, please do not hesitate to contact me at my email, amosley(cDsce-eng.cam or by phone (912) 354-7114. Sincerely, SCE Engineering l Ashley D. Mosley, PE GA PE # 032248 Georgia Residential Energy Code Compliance Certificate Address: 6 Rosewood Permit #: Builder/Design Prof.: Chatham Home Builders Phone: M_ 3q � List the R -Value for the following components: Flat ceiling/roof: 9-3v Exterior wall: 3(? Attic kneewall: t)14 Basement stud wall: /)/0-- 7 Crawlspace stud wall: ti Le✓ Foundation slab: D✓ Cantilevered Floor. -3v Fenestration Components: Window U -factor: v ' Skylight LI -factor: Cv Glazed Door U -factor: J • 3 , Building Envelope Tightness (BET): Sloped/vault ceiling: 3� Above grade mass wall: n/ Attic kneewall sheathing: Basement continuous: n <� Crawlspace continuous: Floors over unconditioned space: /3 Other insulation: t1ek___ Window SHGC: U Skylight SHGC: Gv Opaque Door U -factor: n /C✓ __ (<50% glazed) BET test conducted by: Edward Gresham Phone:4046680407 Fan Flow at 50 Pascals= 1589 CFM5r, Total Conditioned Volume =26900 ft3 ACH50 = CFM50 x 60 / Volume= ACH54 (must be less than 7 ACHso ) Low Rise Multifamily Visual Inspection Option (The visual inspection option may be conducted by a third -party instead of the KT test for R-2 buildings only.) Visual inspection conducted by: Phone: Mechanical Summary: Water Heater Energy Factor: (6qt Ef f=uel type: ❑ Gas Electric ❑ Other Number of Heating and Cooling Systems: Heating System Type: ❑ Gas: AFUE ❑ Air -Source Heat Pump: 2-.0 HSPF ❑ Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geo rural, etc.): bear P UMP Cooling System Efficiency: �' '�,5 h SEER ❑ EER ❑ Other Heating/Cooling Load Calculations Performed by:!..,?_ &QLt �1� Phone: y2 L Slzi/S-S—?3 Total Heating Load (Based on ACCA Man. I or other approved methodology): Btu/h Total Cooling Load (Based on RCCA Man. I or other approved methodology): '' Btu/h Cooling Sensible Load: Btu/h Cooling Latent Load :_ Btu/h Total Air Handler CFM (bas on design calculations): CFM Duct Tightness Test Conducted by: qu�L"- 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 c 8%, the post construction total duct leakage (PCT) is <_ 12%, or the rough -in total duct leakage (RIr) with air handler installed is 5 6%. State which method was used to conduct the dud tightness test: duct blower (DO), modified blower door subtraction method (MODS), or automated multipoint blower door (AMBD). System Method (DB, MBDS, AMBD) Test (PCO, PCT, RIT) CFMs Area served (ft') 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. 00� STEVEN BUCKNER PIPIN:4-OOD3-09-032 ` RF S73• IRF S 42'17'42' E 142.78' a r� I;', 1�1iIlIll�! �l lij WOOD do WIRE FENCE(TYP) o IRF I�I ���i��1;'!j`.� ❑ -x— ���' �l��ll{��'i — �— 10' B.S.L_ AC — _ N+o� 0.66' LOT 12B ET T� 1�, t!it Ir�� . 1t. PIN.- C17)- OF � 0.83E !`l ��l �l1 �, �7t 1�.1��` f `! 13,1 2 SQ.FT. �J 1 4`0009 �9fE �.11{1� ��J�li'III;LI.�I.�I�7� �iF],I'l to 001 Tli!`Il'�LI��I1��IT�,.l1L�l' F TWO STORY 1 RAME BUILDlNG HEIGHT 34.5' ON PIERS 34.5" r I� I ... 1 0l il�i�'t,}�ifl �IJlr�lillf PORCH I 20' B.s.L. & OLD ZO7 LINE V z ` IRF I _ _ ARC_J54. 08 ^^ Cl SOLOMON AVENUE R/W VARIES CURVE TABLE CURVE I ARC LENGTHRADIUS IRRIGATION CONTROL VALVE PELTA ANGLE CHORD BEARING CHORD LENGTH Cl 154.08 1636.90' 5'23'36" I S 44'44"03" E 154.03' REFERENCE PLAT RECORD BOOK 26P, PAGE 70 ACCORDING TO F L R. M. MAP NO. 13051 CO213F, REVISEO SEPTEMBER 26, 2008, THIS PROPERTY SHOWN HEREON UES IN ZONE AE(BFE 11), EN IRRIGATION CONTROL VALVE 0 IPF IRON PIPE FOUND • IRF IRON ROD FOUND AC AIR CONDITIONER B.S.L. BUILDING SETBACK LINE BRICK PAVERS ERROR OF CLOSURE FIELD: 1134,786 0 20' 40' 60' ANGLE ERROR: 3" PER ANGLE POINT ADJUSTED BY COMPASS METHOD. PLA F.- 1/86,526 SCALE 1 " = 20' EQUIPMENT.- TOPCON GTS236W TOTAL STATION: SINGLE PRISM IRF IRF AN ASBUILT SURVEY OF LOT 1.2B OF LOT 12, .MOCK 1,? FORT S'C1�'EVEW XART 51h 67 At P TRICT, CITY OF TYBEZ CHATZIAM COUNTY, GEORGIA ADDRESS: 6 ROSEWOOD AVENUE PIN: 4-0003-09--033 SURVEYED FOR: CHATHAM HOME BUILDERS THIS WILL CERTIFY THAT THE PROVISIONS RELATIVE TO GEORGIA CODE SECTION 15-6-67 (D) DO NOT 0 R G REQUIRE APPROVAL OF THIS PLAT OY ANY GOVERNING Vincent Hel ml y AUTHORITY PRIOR TO THE RECORDING WITH THE CLERK C9 G�sTERFa 9 OF SUPERIOR COURT. THIS SURVEY WAS PREPARED IN CONFORMITY WITH THE 129-A BURTON ROAD No 188 TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN SAVANNAH, GEORGIA 31405 �9 0� ORGIA AS SET FORTH IN CHAPTER 180-7 OF THE (912) 925 3523 LES OF THC GEORGIAPROFFESSIONAL ENGINEERSND LAND0ARD OFRSURRVEYORS AND CENT AS SET FORTH IN THE GEORGIA PLAT ACT, O.C.G.A. FIELD SURVEY DATE 6/23/2017 15-6-67, DATE.: 7/10/2017 .lna ,v., 17-1s7 Building Permit Number UP r 0 1` q I. All development — Base Flood Elevation Data Provided: A. The as -built elevation certification from a registered land surveyor or Professional engineer has been submitted? YES or NO B. The lowest floor elevation is at or above the required lowest floor elevation? S or C. Electrical, heating, ventilation, plumbing, air conditioning equipment (including duct work) and other service facilities are located above BFE or flood proofed? YES r NO II. Development in Zones A, AE, AI -A30 and AH: A. Solid foundation perimeter walls located below BFE: 1. There are at least two (2) openings? ('E or NO 2. Square footage of enclosed area subject to flooding f f jlj"D 3. Square inches of venting requireda� 4. Square inches per opening (multiply 1 by w) e2�p 5. Number of required vents (3 above divided by 4 above) 6. Foundation contains the minimum number of vents? �eO N7. The bottom of each opening is no higher than one (1) foot above grade? NO 8. Any cover on openings will permit the automatic flow of floodwaters In both directions? (!:E�) OR NO B. Base flood elevation and/or floodway data not available orAO 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? YES or NO 2. Do the actual field conditions meet the proposed actions and technical date requirements? YES or NO 3. If C1 was "yes", has a No -Rise Certification been submitted? YES or NO Reviewer's Name: Date reviewed III. Development in Zones V, VE and V1 -V30, VO (Coastal High Hazard Areas). A. Development location complies with all coastal setback requirements? YES or NO B. Structure is securely anchored to pilings or columns and certification by a Registered, professional architect or engineer has been submitted? YES or NO 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? YES or NO Reviewer's Name: Date reviewed: Local Administrator's Signature: Date: City of Tybee Island 403 Butler Avenue - P.O. Box 2749 Tybee Island, Ga. 31328-2749 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE See Instructions for Item A6. OMB No. 1 Expiration Date: ate: N08 November 30, 201$ IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 6 ROSEWOOD AVENUE City State ZIP Code Company NAIL Number TYBEE ISLAND Georgia 31328 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 06/2312017 K z.• Photo Two Photo Two Caption REAR 06/2312017 FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30 9niq IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 6 ROSEWOOD AVENUE City State ZIP Code Company NAIL Number TYBEE ISLAND Georgia 31328 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 :his 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 wno is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet [:]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. FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30. 2019 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COA/IPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 6 ROSEWOOD AVENUE City State ZIP Code Company NAIC Number TYBEE ISLAND Georgia 31328 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. lop of platform of machinery and/or equipment servicing the building is ❑feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? [] Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections & 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 Expiration Date: Novernhmr zn on, Q IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, andlor Bldg. No.) or P,O. Route and Box No. Policy Number: 6 ROSEWOOD AVENUE Company NAIL Number City State ZIP Code TYBEE ISLAND Georgia 31328 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRE©) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction" 2] Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Ai—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, ARIA, AR/AE, AR/A1—A30, ARIAH, ARIAO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters_ Benchmark Utilized: LOCAL Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 FRI NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 817 ❑X feet ❑ meters b) Top of the next higher floor 19 0 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) NIA Z feet ❑ meters d) Attached garage (top of slab) N/A x feet El meters e) Lowest elevation of machinery or equipment servicing the building 14. 2 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6.9 Z feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 8 6 Z feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7.0 0 feet ❑ meters structural support SECTION D -- SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. t 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? ❑X Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number VINCENT HELMLY 1882 Title LAND SURVEYOR Company Name VINCENT HELMLY ra 47 Address Here 129-A BURTON ROAD City State ZIP Code SAVANNAH Georgia 31405 Signature Date Telephone 06/23/2017 (912) 429-9395 Copy all pages of this Elevation Certificate and all at8omlints for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) C2 (e) = ELECTRICAL SWITCH FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 2 of 6 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: Nov ernber 30,2 018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) buildinn nwnar SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: BART ROWLEY A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company Cam an NAIL Number; Box No. 6 ROSEWOOD AVENUE City State ZIP Code TYBEE ISLAND Georgia 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 12 B OF LOT 12, BLOCK 12, FORT SCREVEN WARD A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5, Latitude/Longitude: Lat. N 32 ° 00' 56.3 " Long, W 80 ° 50'40.1 " 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 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,792 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 1,800 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 B2. County Name B3. State TYBEE ISLAND 135164 CHATHAM Georgia B4. Map/Panel 65. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone A0, use Base Revised Date Flood Depth) 13051CO213 F 07/07/2014 09/26/2008 AE 11.0 B10. Indicate the source of the Base Flood Elevation (BFT=) data or base flood depth entered in Item B9: C] FIS Profile E] FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: [] NGVD 1929 0 NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Fx� No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 DIVISION: 08 00 00—OPENINGS SECTION: 08 95 43—VENTS/FOUNDATION FLOOD VENTS REPORT HOLDER: SMARTVENT PRODUCTS, INC. 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 08071 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 ICC ICC ICC ��� C PMG TED LIS Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPQ Award in Excellence" WC A ■ms A Subsidiary of ICO�ECOUHCP s��T ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not Lj"'(—";q)� specifically addressed, nor are they to be construed as an endorsement of the subject of the report or arecommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to anyfinding or other matter in this report, or as to any product covered by the report. ^R°°"", TM Copyright ° 2017 ICC Evaluation Service, LLC. All rights reserved. ICC -ES Evaluation Report ESR -2074 Reissued February 2017 This report is subject to renewal February 2019. www.icc-es.or 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 08 00 00—OPENINGS Section: 08 95 43—VentsiFoundation Flood Vents REPORT HOLDER: SMARTVENT PRODUCTS, INC. 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 08071 (877)441-8368 www.smartvent.com info smartvent.com EVALUATION SUBJECT: SMART VENT' AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1540-5520; #1540521; #1540510; #1540-511; #1540570; #1540574; #1540524; #1540514 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012, 2009 and 2006 International Building Code (iBC) ■ 2015, 2012, 2009 and 2006 International Residential Code (IRC) ■ 2013 Abu Dhabi International Building Code (ADIBC)t tThe 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 failing 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 mmis). 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 114 -inch -by -'14 -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. 4.0 DESIGN AND INSTALLATION SmartVENT and FloodVENr 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 ASCEISEI 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 feet (18.6 m2) of enclosed area, except that the SmartVENr 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. ICC -ES Eraluauan Reports are not to be construed as representing aesthelics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the mbfeef of the report or a recoaunendalion for its use, There is no warronfy by IC(' Lralualion Serilce, LLC. express or implied, as to all);finding or other matter in lhls report, or as to any p-oducf covered by the report. Copyright® 2017 ICC Evaluation Service, LLC. All rights reserved. Page i of 3 ESR -2074 I Most Widely Accepted and Trusted Page 2 of 3 ■ 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. 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. 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 Data in accordance with the ICC -ES Acceptance Criteria for Mechanically Operated Flood Vents (AC364), dated August 2015. 7.0 IDENTIFICATION The Smart VENT®' models 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). TABLE 1—MODEL SIZES MODEL NAME MODEL NUMBER MODEL SIZE (in.) COVERAGE (sq. ft.) FloodVEN 1540-520 15314" X 7314' 200 SmartVENTO 1540-510 15314" X 7314" 200 Flood VENT® Overhead Door 1540-524 15314" X 7314" 200 SmartVENT® Overhead Door 1540-514 15314" X 73/4" 200 Wood Wall FlooclVENT�' 1540-570 14" X 8314" 200 Wood Wall FlcodVENT® Overhead Door 1540-574 14" X 8314" 200 SmartVENT° Stacker 1540-511 16" X 16" 400 FloodVent® Stacker 1540-521 16" X 16" 400 For Sc t inch = 25.4 mm; 9 square toot = m :: v�� [MES Evaluation Report ESR -2074 CBC and CRC Supplement Issued January 2017 This report is subject to renewal February 2019. www.icc-es.org 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: SMARTVENT PRODUCTS, INC. 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 08071 (877) 441-8368 www.smartvent.com infoCa_smartvent.com L�I1��I:Yf E�1►1>E-��1-�Jx� it SMART VENT® AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1540520; #1540-621; #1540-510; #1640-511, #1540-570; #1540-574; #1540-524; #1540-514 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Smart Vente Automatic Foundation Flood Vents, recognized in ICG -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 2017. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other auributes not specifically addressed, nor are they to be construed im as an endorsement of the subject of the report or a recommendation far its use. There is no warranty by !CC Evaluation Senwe, LLC, express or implied, as to any finding or other mailer in this report, or as to any product covered bV rite report. i,2u�au m_ a Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 1 ICC -ES Evaluation Report ESR -2074 FBC Supplement Reissued February 2017 This report is subject to renewal February 2019. 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: SMARTVENT PRODUCTS, INC. 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 08071 (877) 441-8368 www.smartvent.com info smartvent.com EVALUATION SUBJECT: SMART VENT AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1540-520; #1540-521; #1540-510; #1540-6611; #1540-570; #1540-674; #1540-524; #1540-514 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: ■ 2014 Florida Building Code—Building (FBC) ■ 2014 Florida Building Code—Residential (FRC) 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 FSC and the FRC, provided the design and installation are in accordance with the International Building Codee 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 FBC and the FRC. 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 2017. WC -ES Eraluation Reports are not robe construed as representing ae.sthelics or any other attribores not specifically addressed, nor are they to he construed as an endorsement of rhe subject of the report or a recommendation jor its use. There is no warranty by ICC Avalaarion Service, LLC, express or onphed, as 3 to any finding or ocher mailer in this report, or as to any product covered by the report. aoEi`c4 e Copyright® 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 1 Permit No. Owner's Name Gen. Contractor City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472-5032 - Fax 912.786.9539 Contact Information Project Address Scope of Work Inspector. Inspection Inspection Inspection Date Requested Date Needed Subcontractor Date of Inspection Pass El Pass ❑ Pass ❑ Fail 0 Fee Fail ❑ Fee Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee INTERNPAA[ CODE COUNCIL MEMBCR City of Tybee Island • Community Development Dept. ==� f"MmMI 7 Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ~M= fw�. `� Phone 912.472-5032 • Fax 912.785.9539 CODECOUNrii MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Date Requested Date Needed Subcontractor Project Address Scope of Work Inspector Date of Inspection Inspection yl Passej Jl u RvG� Fail 1:1 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee JF City of Tybee Island • Community Development Dept. `�W Inspection Report a 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 »`':�� -E Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL MEMBER �- Permit No. ar Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Inspection Inspection Inspection Inspection Date of Inspection pa$s\`:� Fail F� Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee DATE ISSUED: 02-11-2016 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT TREE REMOVAL 6 ROSEWOOD AVE ROSEWOOD INVESTMENTS, LLC CITY I !E TYBEE I SIAND RECk 094921nn _,/11/2016 1_w rlt, TF(Mi ?_f-100il 'tUildi-fly -IFE ; KR Tr 4M; 00-1 RH#.- 0008 SCj,Flirr�� 7ENnEFRi FCIA0 1 CHEEKS) A'PPL1ED; 50.01_0- CHANK-m 9X0 P IT #: 160077 P.O. BOX 30919 SAVANNAH GA 31410 DIVERSIFIED DESIGNS {� 11 JONES AVE TYBEE ISLAND GA 31328 P �e v�C $ 50.00 4-0003-09-033 $ 0.00 TOTAL BALANCE DUE: $ 50.00 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 orkwill 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: F. O. Box 2749 - 403 Butter Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.} or P.Q. Route and Box No. Policy Number. 6 Rosewood Avenue City Tybee Island State GA ZIP Cade 31328 Company NAIL 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 shove the foundation with representative examples of the Flood openings or vents, as indicated in Section A8. FEMA Farm 0$6-0-33 (7132) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number; 6 Rosewood Avenue City Tybee Island State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FEMA Form 066-0-33 (7112) Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 6 Rosewood Avenue City Tybee Island State GA ZIP Code 31328 Company NAIC Number- SECTION umber SECTION D— SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2_b) is Lop of column. Part of C2.a) is elevation 6.65. Signature Z� % Date 10/17/15 SE61ON E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A. B, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG, E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's Floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections T9, 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 architectwho 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 I G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY Motional flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name Bart OMB No. 1660-0008 Expiration Date: July 31, 2015 FOR INSURANCE COMPANY USE Policy Number. A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number. 6 Rosewood City Tybee Island State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc_) Lot 12-B Block 12, Fort Screven Ward PIN 4-0003-09-033 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Res' ential A5. Latifude/Longitude: Lat. N 32d 00' 57" Long. W 80d 50' 40" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) n/a sq ft a) Square footage of attached garage nla sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade n/a within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes E No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name Tybee Island 135164 Chatham B3. State GA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel 68. Flood 69. Base Flood Elevation(s) (Zone 13051 CO213 F 717/14 Effective/Revised Date Zone{s) AO, use base flood depth) ® feet ❑ meters n/a. 9/26108 AE 11.0 810. Indicate the source of the Base Flood Elevation (BFE) data or base Hood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: 611. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ® Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR1AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: local Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 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 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. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a1aTE �Ly, ® Check here if attachments. licensed land surveyor? E Yes ElNo * w�-1 'd ^ Certifier's Name J. Whitley Reynolds License Number 2249 Title Land Surveyor Company Name Address 636 St henso A nue ity Savannah State GA ZIP Code 31405 Signature ate 10/17/16 Telephone 912-352-0464 N 9" �/ Ix E`- FEMA Form 08Ob-33 (7/12) See reverse side for Continuation. Replaces all previous editions. Check the measurement used. 8.67 E feet ❑ meters 16.70 ® feet ❑ meters n/a. E feet ❑ meters n/a. ® feet ❑ meters n/a. ® feet ❑ meters 7.2 ® feet ❑ meters 7.9 E feet ❑ meters n/a. E feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a1aTE �Ly, ® Check here if attachments. licensed land surveyor? E Yes ElNo * w�-1 'd ^ Certifier's Name J. Whitley Reynolds License Number 2249 Title Land Surveyor Company Name Address 636 St henso A nue ity Savannah State GA ZIP Code 31405 Signature ate 10/17/16 Telephone 912-352-0464 N 9" �/ Ix E`- FEMA Form 08Ob-33 (7/12) See reverse side for Continuation. Replaces all previous editions. 12B, BLOCK 12, FOI ISLAND, CHATHAM C RETRACEMENT SURVEY THIS SURVEY WAS PREPARED IN CONFORANTY WITH THC TECHNICAL STANDARDS FOR PROPERTY PLAT OF LOT IN CHAPTER SURVDYO IN GEORGIA O THE IROIS OR THE GEORORTINGIA OF THE GEORGIA BOARD OF WARD, AILD, TY REGISTRATIONFOR AND RSR "COMERS it 11B�E AND AS T FO LAND 9URYEYOR3 ANB A9 9EI' FORTH IN 7HE THE GCOROM PWT ACT 0C.CA 15-5-67. AUTHORITY GEORGIA O.C.GAL BELS, i6-0-67. 43-15-4. 43-15-6, 45-15-19, 45-15-22. 110111pMENi: TOPCON AP-LIA REVISED OCTOBER IP. 2016 Tv SHOW UIRL]IDIG UNDER MNMUCTICN ERROR OF CLOSURE. FOR: BART ROWLEY y,0 14 LINEAR: 1/- 8 T R� ANC:-•/ANGIE J. WfuTm REYNOLDS 4yO BALANCED BY: - WATER LINE AND SERER LINE LOCATIONS PROVIDED BY THE CITY OF TYBEE ISLAND. LAND SURVEYOR 0 PLAT: PLAT: I /- NO. 2249 630 STEPHENSON AVENUE SUITE C :D 'yo 0 20 SCALE. 1" . 2G' 20 0 20 40 60 v SAVANNAH GEORGIA 014C5-0464 y suR 4, TELEPHONE: 912-352-04fl4 Ey Q' DATE: JUNERm 1e, 2016 SURVEY DATE: tuNE 23, 2015 PWT DATE: GRAPHIC SCALE - FEET FAR: 912-352-7767 —v FRE No. 16-62 12B, BLOCK 12, FOI ISLAND, CHATHAM C City of „oee Island • Community Develop... -ant Dept.it =w=� Inspection Report J 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 =��+ Phone 912.472-5032 Fax 912.786.9539 INTER NAT ONAC ODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Date Requested Date Needed s { Subcontractor Date of Inspection PassEl V Fail F] Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee �%w ���� C i t y o f 1 y o e e I s l a n d - C o m m u n i t y ��D e v e l o p ��. . 4 n t D e p t . I n s p e c t i o n R e p o r t 4 0 3 B u t l e r A v e . " P . 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C o n t r a c t o r C o n t a c t I n f o r m a t i o n P r o j e c t A d d r e s s S c o p e o f W o r k I n s p e c t o r I n s p e c t i o n I n s p e c t i o n I n s p e c t i o n D a t e R e q u e s t e d D a t e N e e d e d S u b c o n t r a c t o r D a t e o f I n s p e c t i o n P a s s Q' P a s s Q' F a i l r ] F e e F a i l Q' F e e F a i l Q' F e e I n s p e c t i o n P a s s Q' F a i l Q' F e e Enter Approval Details WIA ACPfOV6I Portal Home My Approvals Add Approval Search Manage Defaults User Profile Customer Service FAQs Contact Us Learn More GeorgiaPower.com Welcome lisaroseschaaf Inspection Agency lntormatlon: TYBEEISLAND Enter Approval Details Approval Information Inspection Agency * Select One Inspector Select One https:Hwiringapproval. south ern company.com/CreateApproval.aspx SKe Nlap I Home I contact lb User ID: lisaroseschaaf Help I Log Out Inspector's Notes Date 9/1/2016 8:53:18 AM PermNApproval p * Type * Select Type Classification Select One Electrician\Contact Contact Phone Wiring Approval Submitted Service Order Status Address Customer Name Phone Number Street N * Unit/Suite/LotN Street Name * Select One Also Known As Zip * Select City Select State Select Wiring Date Approval Number 09/01/2016 160144 02011 Soutlrern Company. WI rights reserved. Privacy statement Terms of use Save & Copy I Save Only Print Type Address 6 ROSEWOOD Ave. T -Pole Types island, GA 31328 Submit Inspector's Note THIS IS FOR A NEW Edit SINGLE FAMILY HOME Of 1 Permit No. City of ir gee Island • Community Develop -,ant Dept. W -- in Inspection Report MMM 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 =�14 .& Phone 912.472-5032 - Fax 912.786.9539 CODECOUNCIL MEMBER Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Inspection Inspection Date Requested Date Needed Subcontractor Date of Inspection Pass', Pass ❑ Pass ❑ Fail M Fee Fail ❑ Fee Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Lisa Schaaf From: Chatham Home Builder <chbuilders@att.net> Sent: Thursday, November 03, 2016 12:54 PM To: Lisa Schaaf Subject: Fw: 6 Rosewood Avenue Attachments: Rosewood 6 revised.pdf Please see attached elevation certificate for 6 Rosewood Avenue. Thank you, Celeste Chatham Home Builders 2247 East Victory Drive Savannah, Georgia 31404 Office:912-234-3568 Fax:912-355-1727 ----- Forwarded Message ----- From: jwrsurvey <iwrsurveyg bel lsouth.net> To: Chatham Home Builder <chbuilders@att.net> Sent: Thursday, November 3, 2016 12:46 PM Subject: 6 Rosewood here it is. p Lisa Schaaf From: Chatham Home Builder <chbuilders@att.net> Sent: Thursday, November 10, 2016 9:31 AM To: Lisa Schaaf Subject: 6 Rosewood Hi Lisa 6 Rosewood Avenue owner: Bart J Rowley III, P.O. Box 102, West Grove, PA. 19390. Please pass info to water department. thanks Stephen Chatham Home Builders 2247 East Victory Drive Savannah, Georgia 31404 Offi ce:912-234-3568 Fax:912-355-1727 I DATE ISSUED: 03-10-2016 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW SINGLE FAMILY HOME 6 ROSEWOOD AVE BART J. ROWLEY III P.O. BOX 102 WEST GROVE PA 19390 CHATHAM HOME BUILDERS STEPHEN KONCUL SAVANNAH GA 31414 P $ 9,052.90 4-0003-09-033 $292,100.00 PERMIT #: 160144 TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times compIy 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 repIace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org Subcontractor List Street address of project: 8 Rosewood Ave. Provide the company name, business type, address, contact person, and phone numbers of all subcontractors. The City of Tybee Island requires annual Contractor Registration for all contractors. 1. Company Tybee Island Plumbing Business type Plumbing Address b Miller Ave. Tybee Island, GA 31328 Cell number Contact person Office number 2. Company American Electric Business type Electrician Address 704 Penn Waller Rd; Savannah, GA 31410 Cell number Contact person Office number 3. Company Address Contact person 4. Company Address Contact person 5. Company Address Contact person 6. Company Address Contact person Business type Cell number Office number Business type Cell number Office number Business type Cell number Office number Business type Cell number _ Office number Attach additional sheets if needed. 7 Street address of project: CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit 8 Rosewood Ave. 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. State Energy Code Affidavit I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact, with or without intention, of the permit issued which was based on the approval of this application. The owner will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections (building and site) have been approved. SIGNATURES for Temporary Electrical Service and State Energy Code AFFIDAVITS Signature of owner: Printed name: 4S4P-1',1 Signature of contractor: rJV \j Printed name: Jeffrey A. ramer 6 Date: Date: 6 A SEPARATE PERMI, jS REQUIRED FOR INFRASTRUG . JRE 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 Will the proposed project at 7b� require an infrastructure alteration permit? street address of project ❑ Yes eNo Description of alteration: A site plan must be provided illustrating the planned alteration. City Design Standards and Specifications: Any alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will obtain a separate permit prior to performing any alteration in accordance with these provisions. Signature of contractor: II Printed name: 5 Date:!- 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 8 Rosewood Ave. Plumbing company Tybee Island Plumbi Plumbing contact person & phone numbers office call Name of property owner(s) Rosexvood Investments LLC Phone numbers of property owner(s) �f ,Ce Details of project Residential X Commercial Enter the required number of water taps/meters and sewer stubs: WATER TAP/METER SEWER STUB Number Meter Number of Taps Size of Stubs 3/4" l 1 1" 2° Stub Size 4° We believe the stub is already there 6" 82, 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: 94,11- � r Printed name: 94, 1 Signature of contractor: Printed name: _ 1 ('cam. M Date: Date: `L / 7 /, 4 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 Shc — Sediment Barrier Correct installation information can be found in the Green Book and in the Field Manual for Erosion and Sediment Control in Georgia, which is available at: http://www.,qaswcc.org/docs/field manual 4ed.pdf. The Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O. Box 8024, Athens, Georgia, 30603. The telephone number is 706.542.3065. Their website is: http://gaswcc.g2orgia.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 ACKNOWLEDGEMENT Signature of contractor: I& Printed name: Jeffrey A. Cramer February 2013 *-) /� Date: , During construction on-site restrooms will be provided by Tony's Jons Construction debris will be disposed by Atlantic Waste by means of an on-site dumpster Section 22-169 — When active work ceases on the project for the day a SECURE COVER shall be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. I understand that I must comply with zoning, erosion control, building fire, shore protection, and wetland ordinances FEMA regulations, and all other applicable codes and regulations. I understand a foundation survey and certification letter are required as soon as the foundation is in place to ensure that the setback requirements will be met. I understand an Elevation Certificate — Building Under Construction is required immediately after lowest floor or flood proofing is completed. I realize that an as -built survey, Elevation Certificate — Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement, Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for third -party engineering services related to this project. I agree to construct/place all equipment such as air conditioning compressors, ducts, water heaters, furnaces, electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation + 1 -foot) - Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management requirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the property prior to any development activity, and what changes in stormwater flow will occur. A permit normally requires 7 to 14 business days to process. Signature of applicant: Printed name: Ic C� Date: T j115/ The following will be completed by City of Tybee Island personnel. i ,Zoning District Flood Zone BFE DFE __' Approved zoning action? Verified street address If new, has it been reported tto% MPC, CRC, etc.? Number of egresses? Average adjacent grade 6.9g feet Drainage and Erosion Control pians approved? Approval Building Official Water/Sewer Public Works Fire Chief Planning & Zoning t New V Existing Date 2 FEES Permit Inspections J_ Water Tap CC Recovery J Sewer Stub" Aid to Construction Engineering Plan deposit refund TOTAL CITY OF TYBEE ISLKWD Application for a New Construction Permit P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 • Fax 912.786.9539 pages 1 — 7 of permit application Required submittals: _ 2 sets building plans 1 copy REScheck or COMcheck 1 copy certified survey showing existing ground elevations, flood zone(s), and trees 3 sets certified hydrology, drainage and erosion control plans $250 plan deposit (will be forfeited if project is abandoned) check # lO. Street address ,g Rosewood Ave. 101/_1►►,1d PIN # 4-0003-09-033 MAILING ADDRESS PHON Owner Rosewood Investments LLC P.O. Box 30919 Home: ❑ Duplex Savannah, GA 31410 cell: Architect Jeffrey A. Cramer 11 Jones Ave. once: (912)786 or Engineer Tybee Island GA 31328 Cell: (912)412- Contractor office:At, [ ceu: Check all that apply: © New Construction ❑ Other El Commercial © Residential © Single Family ❑ Duplex El Multi-Familyunits E -7945 3333 Details of project: We are building a sipAle family wood construction residence on piers that will have a Rarage and two floors. Estimated cost of construction: $ 222,100.00 „,,,, A copy of the contract may be requested. Construction type: 1 • (select appropriate number below) 1. wood frame 3. brick veneer 5. steel & masonry 2. wood & masonry 4. masonry 6. other: Lot area 14000 sq. ft. # buildings 1 # units 1 # floors 3 # bedrooms 4 # bathrooms 3.5 # of egresses 2 An elevator is not an accepted means of egress. Height 33' 3 112"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 2921 s.f. Flood Zone AE (AE or VE) Base Flood Elevation 11' Design Flood Elevation (BFE + 1 -foot) 12' As -built setbacks: Front 48' Rear 32' Sides (L) 20' (R) 10' Total driveway(s) width 12' feet # of openings 1 Culvert? no Swale? no Number of off-street parking spaces 2 Number of trees to be removed 6 A separate tree removal permit is required. 3 IO12013 1 UUVI 1:.7Ullu 1 j 0.300 7 Wall 3: Wood Frame, 16" o.c. 859 19.0 30.0 0.021 16 Window 11: Vinyl/Fiberglass Frame:Double Pane with Low -E 5 SHGC: 0.30 0.300 2 Window 12: Vinyl/Fiberglass Frame:Double Pane with Low -E 5 SHGC: 0.30 0.300 2 Window 13: Vinyl/Fiberglass Frame:Double Pane with Low -E 15 SHGC: 0.30 0.300 5 Window 14: Vinyl/Fiberglass Frame:Double Pane with Low -E 15 SHGC: 0.30 0.300 5 Window 15: Vinyl/Fiberglass Frame:Double Pane with Low -E 15 SHGC: 0.30 0.300 5 Window 16: Vinyl/Fiberglass Frame:Double Pane with Low -E 30 SHGC: 0.30 0.300 9 Window 17: Vinyl/Fiberglass Frame:Double Pane with Low -E 30 SHGC: 0.30 0.300 9 Window 18: Vinyl/Fiberglass Frame:Double Pane with Low -E 3 SHGC: 0.30 0.300 1 Wall 4: Wood Frame, 16" o.c. 677 19.0 30.0 0.021 9 Window 19: Vinyl/Fiberglass Frame:Double pane with Low -E 15 0.300 SHGC: 0.30 5 Window 20: Vinyl/Fiberglass Frame:Double Pane with Low -E 15 0.300 SHGC: 0.30 5 Window 21: Vinyl/Fiberglass Frame;Double Pane with Low -E 15 SHGC: 0.30 0,300 5 Window 22: Vinyl/Fiberglass Frame:Double Pane with Low -E 18 0.300 SHGC: 0.30 5 Door 2: Glass 50 0.300 15 SHGC: 0.30 Door 3: Glass 50 0.300 15 SHGC: 0.30 Door 4: Glass 50 0.300 15 SHGC: 0.30 Door 5: Glass 50 0.300 15 SHGC: 0.30 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1,820 19.0 30.0 0.019 35 Ceiling 1: Flat Ceiling or Scissor Truss 1,820 19.0 30.0 0.020 36 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. in Date Name - Title Signature Project Title: Rowley House Report date: 02/02/16 Data filename: Untitled.rck Page 2 of 2 REScheck SoAware Version 4,6.2 Compliance Certificate Project Rowley House Energy Code: 2009 IECC Location: Tybee Island, Georgia Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,922 ft2 Glazing Area 20% Climate Zone: 2 (1851 HDD) Permit Date: Window 3: Vinyl/Fiberglass Frame:Double Pane with Law -E Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 8 Rosewood Ave Rosewood Investments LLC Jeffrey Cramer Tybee Island, GA 31328 Diversified Designs, P.C. 11 Jones Ave. Tybee Island, GA 31328 9127867945 Compliance: Passes using UA trade-off . 0 i Compliance: 60.1% Better Than Code Maximum UA: 705 Your UA: 281 Maximum SHGC: 0.30 Your SHGC: 0.30 The % Better or Worse Than Code Index reflects how close to compliance the house is based an code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies vvdu l: vvuvu maul", iv U."., 523 19.0 30.0 0.021 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E $ SHGC: 0,30 0.300 Window 2: Vinyl/Fiberglass Frame:Double Pane with Low -E 5 SHGC: 0.30 0.300 Window 3: Vinyl/Fiberglass Frame:Double Pane with Law -E 13 5HGC: 0.30 0.300 Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E 6 SHGC: 0.30 0.300 Wall 2: Wood Frame, 16" o,c• 523 19.0 30.0 0,021 Window 5: Vlnyl/Fiberglass Frame:Double Pane with Low -E 30 SHGC: 0.30 0.300 Window 6: Vinyl/Fiberglass Frame:Double Pane with Low -E 16 SHGC: 0.30 0.300 Window 7: Vinyl/Fiberglass Frame:Double Pane with Low -E 30 SHGC: 0.30 0.300 Window 8: Vinyl/Fiberglass Frame:Double Pane with Low -E 10 SHGC: 0.30 0.300 Window 9: Vinyl/Fiberglass Frame:Double Pane with Low -E 10 SHGC: 0.30 0.300 Window 10: Vinyl/Fiberglass Frame:Double Pane with Low -E 10 0.300 SHGC: 0.30 10 2 2 4 2 8 9 5 9 3 3 3 Project Title: Rowley House Report date: 02/02/x6 Data filename: Untitled.rck Page 1 of 2 DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus@gmail. corn INVOICE March 3, 2016 Invoice #21601401 George Shaw Lisa Schaff City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Pax: (912) 786-9539 RE:�`0Rosewood Ave. Miller 02-10-16 0.75 hours Review and comment 03-03-16 0.75 Review & Concurrence concurrence letter 1.50 hours @ $175/hour = $262.50 Total Due This Invoice CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328-2749 Ph (912) 786-4573 FAX (912) 786-5832 Vendor #: 0 1 - 0 0 2 0 5 5 Issuedto: DAVIS ENGINEERING, INC P 0 BOX 1 663 TYBEE ISLAND, GA 31326 F.O.B. Point - Tybee Island, GA LINE UNITS DESCRIPTION PURCHASE ORDER PO Number: 1633739 This number must appear on all related correspondence, shipping papers and invoices. Date: 03/ 04/201 6 Requisition #: 1 6-33739 Ship t0: CITY HALL 4 0 3 BUTLER AVENUE TYBEE ISLAND, GA 31328 Terms - Net 30 days PRICE AMOUNT 1 0.00 ENG. 21601401 100-7220-52-1203 0.00 ENGINEERING REVIEW FOR 6 ROSEWOOD AVENUE BY DOWNER DAVIS. INVOICE #21601401 - 1.50 HOURS@$175/HOUR = $262.50. Purchase Order void after 90 days Special Instructions: Authorized by For the City of Tybee Island agree to provide the items/services listed on this Iurchase order and accept the Purchase Order .erms and Conditions that accompany this form. 'upplier Acknowledgement Date TOTAL bate 262.50 262.50 DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695-7262 dkdbus@gmail.com March 3, 2016 George Shaw Director of Community Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Pax: (912) 786-9539 RE: L9j(Rosewood Avenue Dear Mr. Shaw: I have reviewed the Engineers 02-23-14 site design resubmittal for the above referenced lot. My review is limited to drainage issues and land disturbing activities. I have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning, tree protection or subdivision regulation issues. I call your attention to the following items I have dropped from my previous comments: It's my understanding from George the he has issued concurrence to your department for with this project. I previously deferred on tree related issues to your department and Joe Wilson. The Engineer did not show a rear door and landing on the east side that I previously noticed on the Building plans. As the building plans may have changed, I am not addressing that. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that, the drainage design meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter Sincerely, Downer K. Davis, Jr., P.E. President cc: Lisa Schaaf 2160140B O'r IRON POO FOUND y O\0 IRON ROD SET F O'Q IRON PIPE FOUND ApSerLad O I 1 Charles &Ann Marie Jonas Randy A. & Carol L Slone f a... (O/ !D, N Jn° P.I,N./ 4-0003-09-030 P.I.N,,f� 4-0003-09-02.9 109 77' N401333'£ LS40'23 33"W OQ 24' SITE Lt! Robert T. 120.55'— � 10 .9.5. L.. Grissom .w , �!, I; d"u';+ x°� -,:?o 01,F R P TY P.J.N. 24-0 0.34 AC. 002; �r X Lof 12A U",r X579.695'----��j��L/NE ` j J S• .nr 2 Jl �m sx �� �' 40' I + y r S e. II �+ LOT 12 14,994 SF. hIL Jomes Douglos & Mary McCusker I� Proposes' 4 \ P.I N./ 4-0003-09-002 sr s.r. ( as �cl a ) ° 'o'VICENITY MAP � .�y OP. 25' \ ADDITIONAL PROPERTY 20'ia' 4e, I \ '� TO BE ACOUIR£D FROM S'ngJs Story ii ZO !�• THE TOWN OF 7Y8EF Lot 128 f ro0.07 Acres \ O '�3` •.;S Res/donc i f� ^ O .30 AC, 3, 054 S.F. .� C`:.. `• i� I1' M .� � _ci. U ,. 1 ' Z �Da/Jac5'23:36.. \ LOT 14 Radius=1636.90 P I• '�• +6""` j1 n Cc / Arc=154.08 Robert T. \N.,ff 4-0001^•21-001 \Gtt, > :� �y� � 5s t �I f 8eoring=N44-44'03 "W .f�\ h1' _ �- Chord= 154. 03 o%scT , yJli.. ayq' gsu f r Oe/10=5'21'42" Q Radius l.31' 9D \\\ Q Ye ?0.00' 48' ! �f Arc= 151.3i' p*68 IE �� (� Bearing=S44'4374'E Chord -151,25' / <^ 5 Vb• Lift town o(+ Tkb e sJpnd SOUTHERN \ Station o ,5o nnah ea h PORTION OF Site 6° LOT 15 a if P,/.,V.4+L000 -0 001 f I William & Cathle \ a ' r ACCORDING TO THE FLCOD !14SVRANC- Mo are \/ fi RATE MAP 135164 0001 C \1.1.N.pP 4-0002-22-002 / f' ! DATED JUNE 17, 1986, THE \ f r SURVEYED PROPERTY IS WITHIN / ) I THE 100 - YEAR FLOOD ZONE_ LOT ' NORTYERN ,QE ' 15 ZONE A8 ELEV. 12.0 PORTION OF \ 4 ✓. Powers LOT 15 /v P•J•N..N.f 4-QO02-ZJ-003 William Al. Foster 4-0002-27-003 ��/ LOT 12, BLOCK 12, FORT SCREVEN WARD, TYBEE ISLAND REFERENCE; P./.N,•f' 1. S.M,B, A, PAGE 94 \ �pV 51h G.M. DISTRICT, CHATHAM COUNTY, GEORGIA 2. S.Y.R. 185, PAGE 13 / ADDRESS: f54 ROSEWOOD AVENUE J. Plato f Lots 17 & 18, 61k. 12, Fort Screven �/ EORFOR: James Douglas & Mary McCusker Word, Tybee Island, by Mlchae/ E. Moore, LEGEND: / GIA doled June I3, 1996. ASTER `�'-' TREE � ERROR OF CLOSURE 1• GRAPHIC SCALE 2" NO. Isss 0 FIELD: 1/21,100 o ao +o eo ANGULAR ERROR; PER POINT 02' W COASTAL LO LIVE DAX 4 SURVEYING CO., INC. OA 7-E.- 08/75/03 )ADJUSTED BY COMPASS METHOD — PN PINE 2 PUT: 1/103,784 260 QUACCO ROAD SCALE: 1 "=40' 203 WC WATER OAX 'l EWPMENTITOPCON APLMA ROBODIC y , UITrole) 740, 2164 A. U162z NO. 03-523 1 inch = aD R. H SINGLE PRISM JOB MapIT, by BinaryBus + � http://www.sagis.org/appldefault.htn SAGIS olorselection'�"`IVED HELP ! CONTACT 04 Property Analysis Tools 0 I41ap Toais ( o 8 Map Size y Property Search Market Analysis Property Information IMapTools ~ 1low, Jr -' Rc,SF . Property Information �'` P06✓z — et Parcel ID; 4-0003 -09 033 x� s �!� * g 011 MCCUSKER a Owner Name: JAMES DOUGLAS a & MARY�`,• _ tA. r �`. Property Card CLICK HERE Link: s Property ROSEWOOD AV i Address: 000000 1 Zoning: R-1 .- •t"� AldermanicUnincorporated yA ,t Code: Chatham County ilk t_ Commissioner 4 Patrick K. Farrell Code: Phone: 355-6699 Selected Property: 4-0003 09-033 Edo 0 d 54 ft Zip Code: 31328 0 Neioh6ofiaod --- P� roperty Search ut _ Property Comparison PARCEL IID SEARCH: 4-0002 -22-002 Information p Select the 11=111 option to view property details Disclaimer: REC PARCEL# OWNER ADDRESS HIS WEBSITE IS A PUBLIC 7 4 EMO RESOURCE OF GENERAL t� ES H At V INFORMATION. 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MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, CXL�- oZZ-� 1 of 2 4/20/2006 8:25 AM MapViewer - Savannah Area GIS http://www.sagis.org/Home/M q - _ 231 s,r«�s..,�n _- a AVE.—' ` ^ elect by: _——-- ------- 159 ^ __----- ---70 �_.� i' Name G / 80 ` Z: First Name: i eh L Last Name: (1) 32/� �`��` %\' y0 - - (12/"'1) / 34 sr'' �OO J Search 25 ACkv \ 33 35 O (12B} (B)o s 36 �s 2980 (C) ,o 022AC 5 "I (246) s 17n (245 1 O 0 20 40R 60 OXII 07 �' f,% 23 02 50 ACf t,2-B� 124 -60.843. 32.016 y4 i•�� a C pore o TrM Aye P Chatham County Board of Assessors: 2015 Property Record Card 4-0003-09-033 2015 Chatham County Board of Assessors Property Record Card http://boa.chathamcou nty. orgIDesktopModules/Ch athamCoun tylBoardofAssesso rsIPropert 'APPRAISER 9dwhiddo LOT 128 SUB OF LOT 12 BLOCK 12 FT SCREVEN WD PRB 26P 70.30 ac LAST INSP 05/24/2007 APPR ZONE 000008 SALES BOOK/ PAGE INS VI QU RSN PRICE 20 Jan 2006 300T 0622 WD V Q 300,000 GRANTOR:MCCUSKER JAMES D & MARY GRANTEE.•ROSEWOOD INVESTMENTS LLC 28 Mar 1994 166V 0321 WD 1 Q GRANTOR:FRANCISCAN SISTERS OF IMM GRANTEEMCCUSKER JAMES D & MARY Q6 75,000 COMMENTS: LAND 14 Nov 2007 2004 NEW PIN; SPLIT OUT OF 14 Nov 2007 ADD CHG PER DEED 11 /14/07 DLB 20 Apr 2006 TY06 PROP ADD CHG PER TYBEE MB 2013 4120/6 11 Feb 2004 TY04 QC/D 262,1248 11-25-03 02 Feb 2004_ 4-3-9-2 PRB 26P 70 2/2/04 LAND ID# USE DESC 1108710 SINGLE FAMILY RES 108711 SINGLE FAMILY RES 1 of 1 4-0003-09-033 64110SEW00D AVE TYBEE ISLAND ROSEWOOD INVESTMENTS LLC CAMA ASMT PO BOX 30919 161,800 161,800 LAND 2 SAVANNAH GA 31410 BLDG 0 OBXF 0 161,800 161,800 Cost - MS CODES PROPERTY USE 0006 RESIDENTIAL UTA 0004 Tybee Island NBHD 020270.00 T270 TYBEE SCREVEN EXEMPTIONS [Click for larger picture] �1 GAGIS: � FRONT DEPTH UNITS I TYPE 0 0 7,000.00 -SF 0 0 6,068.00 -SF HISTORY LAND IMPR TOTAL 2014 161,800 161,800 Cama 2013 161,800 161,800 Cama 2012 182,400 182,400 Cama 2011 339,800 339,800 Over 2011 239,700 239,700 Cama 2010 339,800 339,800 Cama 2010 339,800 339,800 Over 2009 340,000 340,000 Over 2008 340,000 340,000 Cama 2007 340,000 340,000 Cama 2006 394,000 394,000 Cama 2005 145,500 145,500 Cama 2004 172,500 172,500 Cama PRICEING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 19.001 133000 19.00 R1 SZ -75 28800 8) Label the rectangle in the lower left hand corner of the lot and indicate whether it is to remain or stay. >>The unknown rectangle is a shed. It will be removed during demolition. I appreciate the Tybee engineer's comments as they've been very helpful, and am pleased to provide this re -Submittal. If you need additional information, or have questions, please do not hesitate to contact me at my email amosle sce- enq.com or by phone (912) 354-7114. Ashley D. Mosley, PE SCE Engineering Civil & Environmental Consulting 313 E 65th St. Savannah, GA 31405 Office: 912 354-7114 Fax: 912 355-7534 Cell: 912 341-9630 Lisa Schaaf From: Ashley Mosley,P3, sley@sce-eng.com Sent: Tuesday, Fe rt'iary 2 .,3:44 PM To: Lisa Sch f, 'Downer Davis' Cc: 'Diversifi .d Designs' Subject: RE: 86 Rosewood Ave Tyb.e)Response to Comments Attachments: $_ROSE_rev FULL SIZE DWGS.pdf, 813 Rosewood Tybee Drainage Report.pdf Lisa and Downer, Attached are revised drawings and drainage report wl swale calculations for the referenced project. Below are responses to comments received February 10, 2016 shown in italics: Based on the 5 sheet set of drawings and the accompanying PRC & SAGIS exhibit, I offer the following comments: I am requesting Joe's thoughts on the first comment and Georges on the second. The third is an issue of design drawing coordination that you may want to add comment to. 1) The entrance appears to be somewhere around 20' wide. With the trees on the south side of the panhandle entrance and the structure encroaching on the north side, this is extremely narrow access. Placing the construction exit in this panhandle will create a traffic hindrance and a safety hazard. Additionally, it will increase the probability of... In this situation, I'm not enforcing the design to have a Construction Exit that meets the design requirements of the Green Book. Use of #57 stone will provide less defense against tracking of sediment away from the site, but it will also create much less challenge to passenger trucks and similar vehicles entering the site... »The construction exit has been modified to show 57 -stone on sheet C04. 2) The sewer main is 8-10' deep and appears to be around 7.5' off of the exterior of the building limits shown on the plans. This sewer main is beneath a covered deck. I've not reviewed the building plans to determine if there are spread footings even closed to the sewer line than the exterior wall of the building and I've not reviewed the footings for the deck. I would be surprised if the bottom of these footings isn't at least 3' higher than the top of the sanitary sewer main. i request George Reese comment on this. »The architect is currently coordinating water and sewer issues with the City. 3) The plans do not show the two sets of stairs descending from the south deck discussed in #2. These need to be shown along with the landing, if any at ground level. If there is a landing for a rear door to the house on the east side of the house, it needs to be shown. Grading information is needed at these landings, even if it is possible to simply state that existing ground elevations are to remain. >>All landing stairs have been shown. Grades have been added that are close to existing grade. 4) The cross-section of the swale shown may be adequate if supported by swale slope information and drainage calculations. If it could maintain a 6" minimum depth, even at close to flat, I wouldn't be surprised to see it deemed adequate. However, the Engineer needs to provide basic calcs. »Engineering calculations for the swale have been added to this resubmittal. Please see attached Drainage Report. 5) It's difficult to tell drainage flow direction from swale inverts. Labeling of proposed swales is needed with adequate inverts elevations shown. Based on the one proposed grade on the north side near the driveway, I suspect this is a matter of some layers turned off. >> Proposed grades for the 70 LF swale are shown on sheet C04. 6) The paver design is adequate. I will advise the Engineer that our driveway drainage requirement for residences only requires capturing the first 1" of the Type III SCS 25 -year storm. This is only for his information. >>Thanks Downer, this has been duly noted. 7) 1 request Joe comment on the 6-12" depth of swale near the 30" live oak, >>The depth of the swale in the area of the 30" live oak is shown to be about 6" in depth at a distance 10 feet from tree. This was done to minimize any impact to the oak tree. Where ever possible, existing drainage facilities were utilized to minimize impacts to all existing trees and vegetation. If there is a landing for a rear door to the house on the east side of the house, it needs to be shown. Grading information is needed at these landings, even if it is possible to simply state that existing ground elevations are to remain. 4) The cross-section of the swale shown may be adequate if supported by swale slope information and drainage calculations. If it could maintain a 6" minimum depth, even at close to flat, I wouldn't be surprised to see it deemed adequate. However, the Engineer needs to provide basic calcs. 5) It's difficult to tell drainage flow direction from swale inverts. Labeling of proposed swales is needed with adequate inverts elevations shown. Based on the one proposed grade on the north side near the driveway, I suspect this is a matter of some layers turned off. 6) The paver design is adequate. I will advise the Engineer that our driveway drainage requirement for residences only requires capturing the first 1" of the Type III SCS 25 - year storm. This is only for his information. 7) I request toe comment on the 6-12" depth of swale near the 30" live oak. 8) Label the rectangle in the lower left hand corner of the lot and indicate whether it is to remain or stay. Please advise if you need any clarification of any of these comments. Downer z LSU` l®}JV Lisa Schaaf From: Downer Davis <dkdbus@gmail.com> Sent: Wednesday, February 10, 2016 5:23 PM To: George Shaw; Lisa Schaaf Subject: Fwd: 6 ROSEWOOD Attachments: Untitled_20160204_113144_001.pdf; Temp00225.PDF; Temp00226.PDF; Temp00227.PDF; Temp00228,PDF; Temp00229.PDF Based on the 5 sheet set of drawings and the accompanying PRC & SAGIS exhibit, I offer the following comments: I am requesting Joe's thoughts on the first comment and Georges on the second. The third is an issue of design drawing coordination that you may want to add comment to. 1) The entrance appears to be somewhere around 20' wide. With the trees on the south side of the panhandle entrance and the structure encroaching on the north side, this is extremely narrow access. Placing the construction exit in this panhandle will create a traffic hindrance and a safety hazard. Additionally, it will increase the probability of In this situation, I'm not enforcing the design to have a Construction Exit that meets the design requirements of the Green Book. Use of #57 stone will provide less defense against tracking of sediment away from the site, but it will also create much less challenge to passenger trucks and similar vehicles entering the site. I request Joe Wilson's opinion on this. With a Construction exit we're going to have traffic and parking issues on Rosewood and even Salomon Avenue. 2) The sewer main is 8-10' deep and appears to be around 7.5' off of the exterior of the building limits shown on the plans. This sewer main is beneath a covered deck. I've not reviewed the building plans to determine if there are spread footings even closed to the sewer line than the exterior wall of the building and I've not reviewed the footings for the deck. I would be surprised if the bottom of these footings isn't at least 3' higher than the top of the sanitary sewer main. I request George Reese comment on this. 3) The plans do not show the two sets of stairs descending from the south deck discussed in #2. These need to be shown along with the landing, if any at ground level. Drainage Report for Rowley Residence 813 Rosewood Ave Tybee Island, GA Prepared for: Bart J Rowley Chatham County, Georgia Revised February 20, 2016 Prepared By: OD 17-VLv engineering 313 E 65"St. Savannah, GA 31405 Ph: (912) 354-71(4 Fax: (912) 355-7534 0 a a .rE I If 1'... AL \r84LR ro Ashley 0. Mosley, P.E. Georgia P.E. Reg. No. 032248 8B Rosewood Ave February, 2016 Tybee Island, GA Page 3 of 4 1.0 Existing Site Conditions Bart Rowley and Diversified Designs, PC proposes the construction of a residence in an area zoned R1 (single family residential) located in a predominantly residential area. Total area of the subject property is 0.30 acres. It's currently undeveloped with no existing impervious area. The subject property drains via sheet flow to the southwest at elevations ranging from S' to below 2' into a roadside ditch running along Solomon Ave which is mechanically maintained by the City of Tybee. According to the MRCS Soil Survey, the dominant soil type in the immediate area is Chipley-Urban Land Complex (CuC). This soil type has rapid permeability and limited water available to native vegetation. The subject property is located in the flood zone AE 11. All the drainage for the entire area flows toward the Atlantic Ocean which is about 1000 feet to the east. 2.0 Proposed Site Conditions Area to be disturbed is 0.165 acres. The post -construction impervious area is primarily the footprint of the residence, which is about 1800 sf. When possible, existing drainage facilities were utilized and flow paths generally follow the existing topography. Post construction, some of the drainage is diverted with a swale around the eastern side of the residence and across the driveway. A culvert pipe for driveway crossing was considered, but given the small elevation difference, a depression or small swale can be used with the benefit of minimal maintenance. The proposed swale carries drainage from the eastern side of the residence and is shown as "Post Basin A" on Post Construction Basin Map in Appendix B. Along the eastern property boundary there are trees and a fence that appear to create a ridge that hydraulically separates the two properties. The trees and fence will remain in-place. Proposed driveway will be pervious: a combination of white rock at the roadway connection to Permeable Interlocking Concrete Pavers (PICP), which conforms to the City of Tybee's driveway ordinance. A depth of 3 inches of #57 stone is specified to detain the first 1 inch of rainfall. A construction detail is provided in the drawings. 3.0 Design Scope and Methodology The purpose of the following calculations is to analyze and compare existing and post development discharge rates. In order to analyze the water quantity requirements for this project, Hydroflow Hydrographs software by Intellisolve was used to perform the hydrology calculations. 3 813 Rosewood Ave February, 2016 Tybee Island, GA Page 4 of 4 SCS Runoff Curve Number Method and Urban Hydrology for Small Watersheds (USDA-NRCS) methodology was used to determine the runoff volumes over time of concentration (Tc), in which the runoff values for the five design storms (2 -year, 10 -year, 25 -year, 50-ycar, and 100 -year 24-hour rainfall events) can be calculated. The composite curve number for each basin was calculated by using the identified hydrologic soil type and ground cover. The rainfall amounts for this location in Georgia were used with a SCS Type III rainfall distribution. (see Appendix for the Rainfall Distribution for Savannah). 4.0 Water Quantity 41 Pre -Development vs. Post -Development Runoff Table 4.1A below shows the computer model pre and development runoff results for three design storm events. See Appendix for the complete computer output results. Table 4.1A Design Storm r5 Total Pre- Development Discharge cfs Total Post- Development Discharge cfs Increase in Stormwater Discharge cfs 2 0.00 0.001 0.001 10 25 0.004 0.088 0.084 50 100 1 0.055 1 0.212 0.157 Increase in stormwater for this project for 25 year storm is less than 0.10 cfs. Given that this project is single family residential and a clear path to drainage is available along Solomon Ave, a detention pond will not be required. 4.2 Stormwater Conveyance Swale calculations for conveying flow from Post Basin A is shown in Appendix E. 4 Appendix A i Parcels Outline Buildings Zoning 813 ROSEWOOD ZONING MAP 3AJ 4 tL RU RMRRIRIIREPRLLEMIM:i--"-A. tl ML IU I HE CUM I EM I atOU[RC y. y ga a, Savannah Area Geographic Information System (SA( www. SAGIS Sources: Eari, HERE. CeLcrma USGS, Inisrmap, increment P Corp., NRCM- Es" Jap, METI, Esri China (Hong Kang). En, (Tludand), Mapmyind e.0 Cp—Streetm.p contriouto .no Na GfS User Commonly 1�n 233_... BLOCK 12 �` 2 BLOCK 12 }, 257 92 3 �— #-- -- >r ROSEWOOD� AVE. �i h w nAC 1 r ' (B r 190 36 I � �,� 29 2 f (A) �� (C) JJ � � uAr.t: fr cj 9� 37 50 AC 412S15) r 6 12 0 ti _ �"T" 78,3J Ia j' i ti,E,l -iNDEX L i Parcels Outline 1 INTERMEDIATE Lwi Buildings J DOr pOl 04 SUPPLEMENTARY — DEPRESSION RAG*MAKEr NC VY AA NTY, RJPRE 9E NTT,GN OR OJARA M TO THE CONTENT,!JOVE NCS Savannah Arae Gaopraphlc Wwmabon Syelam (SAI www.SAQ18 Ubrus: Esn. HERE, D tWma USGS. Int—W --t P Cory. NRCAN, fru 18Pr METI, Eni CMna Mena Kong) Esn (Th"dl_ Mapmrindu. OOP-SusrtMap conr,6utp .Ad the Gfti V"r C—m wy Sr Parcels Outline Buildings 813 ROSEWOOD SOIL MAP 3AGn YRKE5k NARRAN E-EjEN1A on ON GUARANTT A5 M THE CONTEKS IEOUEF e Cub 1' I r �1 o as gv. Savannah Area Geographic Information System (SA( www. SAGIS Sows: Esrt, HERE, UaLurma. USGS Inkwmap, mpemem P Corp., NRCAN, Esn Jspr METI, Eon China (Hong KMIIJ. Esn (Troland), MapmVindis, m OpenatreatMsp wn"u[o and the 1315 User Commwvry 8B ROSEWOOD AVE FLOOD MAP VIA A ! / I t \, \ I I I 1 1 I VE \\ jrA\ \\ II t__L_.Y' 18 J j /��\\\ / \/ �♦ 1 _ AE AE t 15 1 f HE ^ ! 1 t rve Parcels Outline Buildings DFIRM Panels SAGS MAKES NO WARRANTY RE IRE SENTAT,ON OR GUARANTY As M THE CONTENT SEOUINCE �r o pw ow Rain, a Savannah Area Geographic Information System (SAI www.SAGIS Sources: ran, HERE, DeEwme, uSGS. Inter—p, maament P Corp., NRCAN, Es. Jap: METI. Eari China (Nona Kwg). Esti (ThMIMd), Mapmytndia, OOp—SReetMap cantributo and the GIS llesr Comm—tv Appendix B 14 4 Lai IIA PR9 26 P 7a ` ' � / 5 •CIY•2'E 112.1.' �J IQ Cb. �� nom. � �•' — P– I I{ Lai A. R-C" .ENCRY•R. > I 5MB 18-5 1] I. I. "" p"I I KA llood oop PR` SIN MEV 7.W CITY OF TYBEE ar -12937 S •.I `` I PUMP STATION' I� ,� �I •� LOT 12B Eell e -AA cH�N ..•15 �8'll � � ��' B • �ISI.Oe SOLOMON AVENUE R/W VARIES d L DITCH . jos lu, ny LAo.Enp MS& Nine !!lm NIa IW J Appendix C NOAA Atlas 14, Volume 9, Version 2 Location name; Savannah, Georgia, US' (b - Latitude: 32.0403°, Longitude: -81.0952° 'moi Elevation; 13 W source: Googie Maps POINT PRECIPITATION FREQUENCY ESTIMATES Sana Perica, Deborah Marlin, Sandra PaVlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Ya4a, Geoffery Bonnin NOAA, National WealherService, Silver Spring, Maryland PF tabular i PF graphical I Maps &aerials PF tabular PDS -based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Average recurrence interval (years) Duration ���������� 1 2 5 10 25 50 100 200 500 i000 5 -min 0,568 (0.467 0.698) 0.639 (0.525-0.786) 1 0.766 (0.618.0.932) IF 0.8-547 (0.694.1.06) 0.989 F 1.09 1,20 1.31 1,45 1.56 (0.775-1.26) (0,836.1.41) (0.883.1.59) (0.919.1.78) (0.977.2.03) (1,02.2.22) 0.832 0,936 1.11 1.25 1,45 1.60 1.75 1.97 2.12 2.28 10 min (0.683-1.02) (0.768.1.15) (0.905.1.36) (1.02-1.55) (1.13-1.84)11(1.22-2.07) (1.29.2.33) (1.35.2.60) (1.43-2,97) (1.50 3.25) 101 l.14 1.35 1.52 1.77 1.95 2.14 2.33 2.59 2.78 15 -min (0.833.1.25) (0.937.1.40) (1.10-1.67) (1.24.1.89) (1.38.2.25) (1,49.2,52) (1.58-2.84) (1,64.3.17) (1.75-3.62) (1.82.3.96) 1,63 1,96 2.22 2,59 2.87 3.16 3,44 3,82 4.10 30-min1.44 (1.18.1.78) (1.34-2.01) (1.60.2.41) (1.81.2.75) (2,03-3.30) (2.19.3.71) (2.32.4.18) 1(2.42-4.68) (2.58.5.34) (2.69-5.84) 1.84 2'08 2.50 2.86 3.38 3.79 4.22 4.67 5.29 5.78 1 60 -min (7.51-2,26) (1.71.2.56) (2.04.3,08) {2.33 3.54) (2.65.4.33) (2.90-4.93) (3.12 5.62) (3.30.8.39} 1(3,58-7.44)1(3-79-8.23)] 2.24 2.54 3.05 3.50 4.17 4.71 5,29 5.91 6,77 7,46 22 -hr 1 (1.85-2.74) 11 (2.09-3.10) (2.51.3.73) (2.86.4.30) IL(3.30 5.33)11(3.64-6.10) {3.94 7.02) (4.20.8.05) (4,62.9.47) (4.93-10.6) 2.47 2,79 3.38 3.88 4.68 5.35 6.07 6.86 7.97 8.87 3 hr (2.04 3.06} (2.31 3.39) (2.77.4.10) (3.19 4.76) (3.74 6,00) (4,16.6.93) (4.54.8.05) (4.90-9.34) (5.45.11.1) (5.89.12.5) 2,86 3.27 4,03 4,73 5,81 6.74 7.74 8.84 10.4 11.7 (i hr (2.38-3.45,1 (2.72-3.95) 1 (3.34-4.88) (3.90.5.76) (4.68.7.43) (5.27 8.7Q) (5.83-10-2) (6,37-12.0) (7.19-14.5) (7.82-16.4) 3.86 4.89 5.84 7,28 8,50 9.80 11.2 13.2 12 hr 3,28 (2.75-3.94) (3.23-4.63) (4.06.5.89) (4.85 7.07} (5.89.9.24) (6.68.10.9) (7,42.12.9) (8.13 15.1) (9.20-18.3)[(1�007) 3.83 4.52 5.77 6.90 8.62 F 10.1 11,6 13,3 15.7 17.6 24-fx (3.23-4.57) (3.81.5.40) (4,84.8,90) (5.76-8.29) (7.01-10.9) (7,96.12.8) (8.86-15.1) {9.71.17,8) (11.0.21.6) (12.0.24,4) 4.53 5.24 6.53 7.73 9157 11.1 12,8 14,7 17,4 19.5 2�ay (3 84-5.37) {4.44-8.21) (5.51 7.76) (6.49-9.22) (7.85-12.0) (8.88-14.1) (9 86.16.5) (10,8.19.5) (12.3.23.7) (13.3-26.8) 10.3 12.0 13.7 15,6 18.4 20.6 (8.48.12.9) (9.55 15.7) (10,6 17.7) (11,5 20.7) (13.0-25.0) (14.1.28.2) 3 day 4.94 5,71 (4.21.5.83) (4.85.6.74) F 7,10 (6.01.8.40) 8.37 (7.05-9.95) 5.28 6.11 7,58 8.92 10,9 12.8 14,4 16.4 19,2 21.4 4�lay (4.50.6.21) (5.20-7.19) (6.44.8.95) (7.63.10.8) (8.99-13-6} (10.1.15.8) (71.1-18.5) (12.1-21.6) (t3.6 25.9) (14.7.29.2) -713--]F-8-7-4-- 10.2 12,3 -141-]F-15 -9 17.9F-20 7 22.9 7 -day 6.22 (5.33.7.27) (6.11-8.35) (7.46-10.3) (8.63.12.0) (10.1.15.1) (11.3.17.5) (12.3-20.3) (13.3-23.4) (14.8 27.8) (15.9.31.1) 7.05 8.02 9,70 7f 11.2 13,4 15.2 17,1 19.1 2242 10+1ay (6.06.8,21) (6.88-9.35) (8.30.11.4) (9,53.13.2) (11.1.16.4) (12.3-18.8) (13.3.21.7) (14.3-24.9) (15.7-29.4) (16.8.32.8) 12,6 14.2 15.6 18.6 20.7 22.9 25.9 28.3 20 -day 9.36 910.5 ) (8.10-10.8) ( 07.12.2 11.4 ) 12.7 (9.88 13.1 11.0-14.7) ( (10.7-14.5) 1 d,9 ) (12,9.17.3 (12.1-16.6) -16-.97 (14.5.19.6) 6..22,8) (16.2.26.0) (17.1-29.5) (18.7.34,3) (19.8-38.0) (13.8-20.1) 1 (11 19.6 21.8 24.0 Z6.3 ) 29.4 31.9 (18,3 23.5) (17,7.26.5) (18.8.29.9) (19.8.33.7 (21.3-38.8) (22.4.42,6) 23.7 26.1 28.5 30.9 34.136.6 30 day 14.0 15.7 18,4 211 45 -day (12.2 t6.1) (13.8 18.0) (15.9-21.2) 1 (17.8.23.9) (19.7 28.2) (21.2.31.5) (22.4 35.3) (23.3 4.7) 39.4) (24.8.4 (25.8.48.7) 16.4 t 8.3 21.5 24.0 27.5 30.0 35,1) 38.3 40.7(14.3 60 day 188} (18.0 21.0) (18.7.24.7) (20,8-27.7} (22,9.32.5) (24.5.36.J;Ml (28.5.44.4 {27.8 49.8} (28.9.54.1) 1 Freoipiletion frequency (PF) estimates in this table are based on frequency anaiysls of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence Interval. The probability that precipitation frequency esthetes (for a given duration and average recurrence intervaD will be greater than the upper bound (or less than the low or bound) is 5%. Estimates at upper bounds are not checked against probable rrexirrum precipitation (PMP) estimates and may be higher than currently valid Pwvelues. Nase refer to NOAA Atlas 14 document for n -ore informatbn. Back to Top PF graphical PDS -based depth -duration -frequency (DDF) curves Latitude: 32,0403', Longitude -81"0952° 4S 40 35 C -S 30 a a 25 0 20 Y CL 'u 15 47 a 10 5 0 45 40 35 c ;� 30 CL 0 25 C O 20 Q 15 0. 10 5 6 1 Average recurrence interval (years) NOAA Aba5 14, Volume 9, Version 2 Created (GPIT). Thu )un 12 12:2113 2014 Average reCutragCe rniarval (years) 2 5 — 25 50 — 104 200 500 100o Durafion 5-rinn -- 14-rr11n 15wnin `c J0 -min � — 60 -mm - - 1 C -day :'lb ^-- 20 -day — 3 -hr — 30 -day C — 45 -day _U -C r r v a o 41•O o - N M y A � aa 4roU-d -cgO vi o g r ry m 4 r o-4 o 6v� Duration rIj 45 40 35 c ;� 30 CL 0 25 C O 20 Q 15 0. 10 5 6 1 Average recurrence interval (years) NOAA Aba5 14, Volume 9, Version 2 Created (GPIT). Thu )un 12 12:2113 2014 Average reCutragCe rniarval (years) 2 5 — 25 50 — 104 200 500 100o Durafion 5-rinn -- 14-rr11n 15wnin -- 4 -day J0 -min -- 7 -day — 60 -mm - - 1 C -day --2-h! ^-- 20 -day — 3 -hr — 30 -day — "r — 45 -day — 12 -hr — 60-00y — 24 -hr Appendix D Hydrograph Piot Hydraflow Hydrographs by Inlelisolve Hyd. No. 1 EXISTING Hydrograph type = SCS Runoff Storm frequency = 2 yrs Drainage area = 0.300 ac Basin Slope = 2.3% Tc method = LAG Total precip. = 2.20 in Storm duration = 24 hrs Q (cfs) EXISTING Hyd. No. 1 -- 2 Yr Tuesday, Feb 23 2016, 12:46 PM Peak discharge = 0.000 cfs Time interval = 5 min Curve number = 32 Hydraulic length = 85 ft Time of cont. (Tc) = 10.66 min Distribution = Type III Shape factor = 484 Hydrograph Volume = 0 tuft Q (cfs) D.10 0.10 0.09 0.09 0.08 ... _ 0.08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 0.04 0.03 - 0.03 0.02 — 0.02 0.01 - 0.01 0.00 0 00 24 48 73 97 121 145 169 193 218 Hyd No. 1 .0 242 Time (hrs) 2 Hydrograph Plot Hydraflow Hydrographs by Inielisolve Hyd. No. 1 EXISTING Hydrograph type = SCS Runoff Storm frequency = 25 yrs Drainage area = 0.300 ac Basin Slope = 2.3% Tc method = LAG Total precip. = 5.77 in Storm duration = 24 hrs Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0.00 0 EXISTING Hyd. No. 1 -- 25 Yr Tuesday, Feb 23 2016, 12:46 PM Peak discharge = 0.004 cfs Time interval = 5 min Curve number = 32 Hydraulic length = 85 ft Time of cont. (Tc) = 10.66 min Distribution = Type III Shape factor = 484 Hydrograph Volume = 104 tuft Q (cfs) 3 5 8 10 13 15 18 20 23 Hyd No. 1 25 Time (hrs) 4 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 _ 0.02 0.01 0 00 3 5 8 10 13 15 18 20 23 Hyd No. 1 25 Time (hrs) 4 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 1 EXISTING Hydrograph type = SCS Runoff Storm frequency = 100 yrs Drainage area = 0.300 ac Basin Slope = 2.3% Tc method = LAG Total precip. = 7.95 in Storm duration = 24 hrs Q (cfs) EXISTING Hyd. No. 1 -- 100 Yr Tuesday, Feb 23 2016, 12:47 PM Peale discharge = 0.055 cfs Time interval = 5 min Curve number = 32 Hydraulic length = 85 ft Time of cone. (Tc) = 10.66 min Distribution = Type III Shape factor = 484 Hydrograph Volume = 557 cult Q (cfs) 0.10 — - 0.10 0.09 - 0.09 0.08 0.08 0.07 — 0.07 0.06 0.06 0.05 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0 0 3 5 8 10 13 15 18 20 23 Hyd No. 1 .DO 25 Time (hrs) C-� Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 1 POST BASIN A Hydrograph type = SCS Runoff Storm frequency = 2 yrs Drainage area = 0.050 ac Basin Slope = 2.3% Tc method = LAG Total precip. = 2.20 in Storm duration = 24 hrs. POST BASIN A Hyd. No. 1 -- 2 Yr Tuesday, Feb 23 2016, 1;1 PM Peak discharge = 0.001 cfs Time interval = 3 min Curve number = 60 Hydraulic length = 85 ft Time of cone. (Tc) = 5.06 min Distribution = Type III Shape factor = 484 Hydrograph V01UMe = 17 cult Q (cfs) 0.10 0.10 0.09 0.09 0.08 0.0$ 0.07 0.07 0.06 0.06 0.05 0.05 M4 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0 00 0 3 5 8 10 13 15 18 20 23 Hyd No. 1 25 Time (hrs) 1 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No, 1 POST BASIN A Hydrograph type = SCS Runoff Storm frequency = 25 yrs Drainage area = 0.050 ac Basin Slope = 2.3% Tc method = LAG Total precip. = 5.77 in Storm duration = 24 hrs Q (cfs) 0.10 0.09 0.08 - 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0.00 0 Tuesday, Feb 23 2016, 1:1 PM Peak discharge = 0.085 cfs Time interval = 3 min Curve number = 60 Hydraulic length = 85 ft Time of cont. (Tc) = 5.06 min Distribution = Type III Shape factor = 484 Hydrograph Volurne = 302 cult POST BASIN A Hyd. No. 1 -- 25 Yr 3 5 8 10 13 15 18 20 23 Hyd No. 1 Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0.00 25 Time (hrs) F Hydrograph Plot Hydraflow Hydrographs by Intefisolve Hyd. No. 1 Curve number POST BASIN A Hydraulic length Hydrograph type = SCS Runoff Storm frequency = 100 yrs Drainage area = 0.050 ac Basin Slope = 2.3% Tc method = LAG Total precip. = 7.95 in Storm duration = 24 hrs Q (cfs) 0.50 0.45 0.40 0.35 0.30 0.25 0.20 0.15 0.10 0.05 0.00 0 Tuesday, Feb 23 2016, 1;2 PM Peak discharge = 0.166 cfs Time interval = 3 min Curve number = 60 Hydraulic length = 85 ft Time of cone. (Tc) = 5.06 min Distribution = Type III Shape factor = 484 Hydrograph Volume = 561 cuff POST BASIN A Hyd. No. 1 -- 100 Yr 3 5 8 10 13 15 18 20 23 Hyd No. 1 Q (cfs) 0.50 0.45 0.40 0.35 0.30 0.25 0.20 0.15 0.10 0.05 o.00 25 Time (hrs) 3 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No, 2 POST BASIN B Hydrograph type = SCS Runoff Storm frequency = 2 yrs Drainage area = 0.250 ac Basin Slope = 2.1 % Tc method = LAG Total precip. = 2.20 in Storm duration = 24 hrs Q (cfs) 0.10 - 0.09 - 0.08 - 0.07 0.06 0.05 0.04 0.03 0.02 0.01 OM POST BASIN B Hyd. No. 2 -- 2 Yr Tuesday, Feb 23 2016, 1:13 pM Peak discharge = 0.000 cfs Time interval = 5 min Curve number = 32 Hydraulic length = 85 ft Time of conc. (Tc) = 11.16 min Distribution = Type III Shape factor = 484 Hydrograph Volume = 0 cult Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 oO 0 24 48 73 97 121 145 169 193 218 242 Hyd No. 2 Time (hrs) 1 Hydrograph Plot Hydraflow Hydrographs by Intolisolve Hyd. No. 2 Curve number POST BASIN B Hydraulic length Hydrograph type = SCS Runoff Storm frequency = 25 yrs Drainage area = 0.250 ac Basin Slope = 2.1 % Tc method = LAG Total precip. = 5.77 in Storm duration = 24 hrs Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0.00 0 Tuesday, Feb 23 2016, 1:14 PM Peak discharge = 0.003 cfs Time interval = 5 min Curve number = 32 Hydraulic length = 85 ft Time of conc. (Tc) = 11.16 min Distribution = Type III Shape factor = 484 Hydrograph Volume = 86 cult POST BASIN B Hyd. No. 2 -- 25 Yr 3 5 8 10 13 15 18 20 23 Hyd No. 2 Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 o.00 25 Time (hrs) 2 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 2 POST BASIN B Hydrograph type = SCS Runoff Storm frequency = 100 yrs Drainage area = 0.250 ac Basin Slope = 2.1 % Tc method = LAG Total precip. = 7.95 in Storm duration = 24 hrs Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 00 Tuesday, Feb 23 2016, 1:14 PM Peak discharge = 0.046 cfs Time interval = 5 min Curve number = 32 Hydraulic length = 85 ft Time of conc. (Tc) = 11.16 min Distribution = Type III Shape factor = 484 Hydrograph Volume = 464 curt POST BASIN B Hyd. No. 2 -- 100 Yr 0 3 5 8 10 13 15 18 20 23 Hyd No. 2 Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0.00 25 Time (hrs) 3 &Z-vN [a Open Chants Flow Calculator Copyright 2000 Dr. Xing Fang, Department of Civil Engineering, Lamar University. CAf 0.3 4 C� laa Y'r http://vvww. erg . aubur n. edLJ-,¢f0001 /H andbooWC hannel s . html 1!1 The open channel flow calculator I- �_ _�_ —I Select Channel Type: Trapezoid v _ �-----� y _ d1 Iy T �t�'� i JI v � Rectangle: Select unit system Feet(ft) Trapezoid Triangle Circle —� Velocity(V)&Discharge(Q) Channel slope: .012 /ft Water depth(y):.3ft�_ Bottom width(b) 1 Flow velocity 1.6169 Is LeftSlope (Z1): 2 to 1 (H -V RightSlope (Z2): 2 o 1 (H:V) Flow dischar0.7761 ^3/s Input n value .035 or select n 1 Calculate! Status Calculation finished Reset Wetted pernneter 2.34 Flow area 0.48 ^2 Top width(T) 2.2— Specific energy 0.34 — FFroude number 0.61 1 Flow status Subcritical flow Critical depth 0.23 � Critical slope 0.0338 !ft Velocity head 0.04 F— Copyright 2000 Dr. Xing Fang, Department of Civil Engineering, Lamar University. CAf 0.3 4 C� laa Y'r http://vvww. erg . aubur n. edLJ-,¢f0001 /H andbooWC hannel s . html 1!1 1 29�Z1'I9» 1 x 33.62' / / , x~x— (b lb ------ �E 41� �+ a lb '� 4g•2 +x co BENCHMARK NAIL IN 14" PALM ELEV 7.60 ' NAVD 1988 cW °n'o { 60 to Cp � � o CITY OF TYBEE co 11 k o4 PUMP STATION 1 n +yo IE —2.45 SAN M/H—/ W TOP EL 7.66 0 Lo ----i------- -- ---+rt I I I I I l I I E I 49 4010' I I *693 I { DRIVEWAY 1989 S.F. CQI I I I I I 6 I rnn au r !V Al� CSS + 4� S 4201.7'42"E 142.78' +�) O� �4 -- ----------,�yl�-------- 10'—BSL----------------- 1 +6 ❑ ❑ m b b k m a a h 412B PRB P 70 r ---i I 5.4737' I SAN. SEWER 1 I ❑ ❑ 8.6 MSL 0 0 6.6 MSL IN CARPORT o+v FOUNDATION TO BE AT LEAST 5' FROM SEWER MIN. I _ I +� I I I +lb f v O 1 + I ° e 01' Dc O I °l�l 1 + °� — — 10' BSL -------- 0 aul:---------- - — o 1 A A R�1 36.90' 6.9170' � +� 10.0750' � 39.8770' s s 4 l w I old r + 4 s 1 S I O 4 s o� � I O� o� o� 04