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WHITE OAK LN_2 (2).pdf
CITY OFTYBEEISLAND 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. 111�'1►�� CONTACT CITY STATE ZIP 130241 Q, MICHAEL JONES 'A91911 SAVANNAH GA O0000 11. 0. Box 2749 - 403 Bu tl er.A ven tic, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.Cityoft'ybce.org City of gybes Island ® Community Development Dept. Inspection Report 40'3 But!ler Ave. - P.O. Box 2749 - Tyb' ee Island, GA 31328 Phone 912.472-5032 ® F'ax 912.786.9539 CODE COUNCIL wm E-R Contact Information Project Address . .... . . ...... Scove of or I , f I Inspection Pass Fail Fee Fail 1:1 Fee Inspection Pass 1:1 Fail 1:1 Fee Permit # Job Address Job Name Energy Code Compliance Certificate Elevation Certificate, Finished Construction V/ As-built Survey Drainage Certification from Project Engineer Recorded Non-conversion Agreement Breakaway Wall Certificate (V -Zone onI Drainage Certification from Downer Davis Drainage Certification from Joe Wilson FEMA Inspection Mitigation of Trees C) e 4 Georgia Residential Energy Code Compliance Certificate* Builder/Design Phone: Professional: Synergy Designer Homes - Lot 107 - 2 White Oak 912-352-0134 Envelgpt5ymmary. 0 List the R-Value for the following components: Flat ceiling/roof: Sloped/vault ceiling: Exterior wall: 13 Above grade mass wall: - Attic kneewalk Attic kneewall sheathing: Basement stud wall: Basement continuous: Crawlspace stud walk Crawlspace continuous: Foundation slab: Floors over unconditioned space: Cantilevered Floor: Other insulation: Fenestration Components: Window U-factor: Skylight U-factor: Glazed Door U-factor: .32 .33 0 Building Envelope Tightness (BET): Window SHGC: Skylight SHGC: Opaque Door U-factor: (<5011/c glazed) ,28 39 14 BET test conducted by: ____ Elm Energy Group Phone: 912-403-4107 Fain Flow at 50 Pascals =: 975 CFM50 Total Conditioned Volume = 17,992 j ACH50 = CFM'50 x 60 / Volume= 3.3 - ACH50 (must be less than 7 ACH50 Low Rise Multifamily Visual Inspection, Option (The visual inspection option may be conducted by a third-party instead of the BET test for R-2 buildings only.) Visual inspection conducted by: Phone:-- MechAnicall Sum:maia: Water Heater Energy Factor: .86 Ef Fuel type: E] Gas [D Electric 0 Other Number of Heating and Cooling Systems: Heating System Type (choose one): El Gas: AFUE Ej Air-Source Heat Pump: 7.7 HSPF E] Other: __ Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): Heat Pump Coolingi System Efficiency: 13 _ El SEER El EER E] Other Heating/Cooling Load Calculations Performed by: EJrn Energy Group Phone: 1312-403-4107 Total Heating Load (Based on ACCA Man. I or other approved methodology): 38,,356 Btu/h Total Cooling Load (Based on ACCA Man. I or other approved methodology): 34,850 Btu/h Cooling Sensible Load: 27,879 Btu/h Cooling Latent Load :_ 6,971 Btu/h Total Air Handler CFM (based on design calculations):- 1,186 CFM Duct Tightness Test Conducted by: Elm Energy Group Phone: 912-403-4107 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 S 8 cfm/100 ft', the post construction total duct leakage (PCT) is < 12 cfm/100 ft2, or the rough-in test (R'IT) with air handler installed is 5 6 cfm/100 ft2, State which method was used to conduct the duct tightness test: duct blower (DB), modified blower door subtraction method (MBDS), or automated r-nultipoint blower door (AMBD). System Method (DB, MBDS, AMBD) Test (PCO, PCT, RIT) CFM2, Area served (ft2) Test Result DB PCT 131 2,136 6.1 °q -Pass 2 3 *Note: This permanent certificate shall be posted on or in the electrical distribution panel. 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. COLE MAN CO MFIA P4 YIN C Ms. Dianne K. Otto Planning & Zoning Manager Tybee Island, Georgia 403 Butler Avenue Tybee Island, GA 31328 rl �* Dear Ms. Otto, Based upon our review of the approved construction plans and subsequent field inspection of the finished project on June 21, 2014, it is to the best of my judgment that the drainage improvements for the referenced project were constructed in accordance with the approved plans and are functioning accordingly. Should you have any questions or require additional information, please contact me. Respectfully,suiSmitted, Travis G. Burke, P.E. Vice President of Engineering 01 r(fNo.'(03-31215 PROFESSIONAL ROFESS,�fO)NAL G 17 Park of Commerce, Suits 201 / Savannah. GA 31405 (Oft) 512 209-3948 * (Fax) 512-2DE-3059 NONCO,NV AGREEMENT ObV�AIN FOR STRUCTURES IN THE FJ'P" I-A Building Permit Number Address'qorpperty PIN-4- FIRM Zone BFE feet (NAVD,) Panel Number effective date L".' PropertyOwner(s) Contractor - Borgia, the y Owner agees to the I ct')er �ropert In accordance with the Flood Damage Prevention Ordinance of the City ofTybee Is and, following: I . That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood-resistant materials. 3. That mechanical, electrical,, or plumbing devices shall not be installed below the Base Flood Elevation, 4 That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. if located in a V-zone, breakaway walls are required. 5. 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 constructioti�eyond what is permitted shall constitute a violation and be abatable as such. Y C' r -i lo ck J Signature of Property-qw'n6r Efate FILED FOR P.Ei"OPD 6P12/2014 11 - I 2-m, P0. 1 D Printed Name of Property Owner 'Ic K 'SuDcri'or C-o�u-t of Q ha t hari Dj.iLi F, t�N r V; -1 -a Signature of Property Owner Date Printed Name of Property Owner STATE OF GEORGIA COUNTY OF CHATHAM I hereby certify that on thist day of i personally appeared _ 13., _L.v�e-cj cI the person whose name is subscribed to the foregoing therein set forth, and that it is his act and deed. 20 , before who acknowledged that �t�aPublic of the State of Georgia, to met or satisfactorily proven to be he has executed it for the purposes In witness whereof, I have set my hand and Notarial Seal. shmm " NOTARY PUBUO Courdy, NOTARY_/22!���... My Commission Expm November GEORGIA 0, 20Y (S-1) 2 My Commission expires on WITNESS SIGNATURd Printed Name ffiRVC( 2 A Address Nole: A Nonconversion Agreement oust be used whenever an enclosed structure or portion of a structure is built or substantially improved lt'itljijr the 100-year F100d0lain belOW the Base Flood Elevalion. A Nonconversion Agreement must safk�fy all of the above conditions and requires proper recordation in the land records of Chatham Counly, Georgia. MEMEM/M Inspection Date of Inspection — -.-" . I am=� Pass 0 Fail 1:1 Fee Pass Fall r--' Fee 11 Li A, City of Tybee Island - Co munity Development Dept. k Inspection Report '11MUN ''�� ,% 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 Phone 91,2.472-5032 - Fax 912.786.9539 on 66DE CUUO L M E B J� .. . . ... . Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor MEMEM/M Inspection Date of Inspection — -.-" . I am=� Pass 0 Fail 1:1 Fee Pass Fall r--' Fee 11 Li A, City of Tybee Island Community Development Dept. Inspection Report v 403 Butler Ave. - P.O. Box 2749 - T'ybee Islaind, GA 31328 on- It; fCRW fL TV k Phone 912.472-5032 • Fax 912.7 6.9539 CODE COUNCIL 4m MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Date Requested Date Needed R �01 Inspection M�� Pass F a i I eel Pass Fail 1:1 Li Pass 1:1 Fail 0 Fee 'If I g' 6 1' 3 DATE ISSUED: 04-, `YORK DESCRIPTION WORK LOCATION OWNERNAME ADDRESS CITY, ST, ZIP riW11v7L%UW&6Way11 Alb 3KJ1M?*jWXjU4W*& M, ADDRESS CITY STATE ZIP PROJECT VALUATION A IMP ci,ry OF TYBEE ISLAND 1,1114,11st USIM L i'll SYNERGY DESIGNER HOMES 413 E. LIBERTY ST SAVANNAH GA 31401 2136 P $7,522.50 PERMIT #: 130241 TOTAL BALANCE DUE: $ 50.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, suhdiviskin, flood control, building, r1re, Soil and sedimentatinn, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environnvental laws and regulations when applicable, subsequent owners should lie inforined that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City ofTybee Island harmless on eons construction covered by this permit. ,rms permit must be posted in a; conspicuous location in the Front of' building an(] protected from the weather. 11' this permit is 1101 posted work will he stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will lie voided unless work has begun within six months of the chae of issuance. Signature of Building Inspector or Authorized Agent: 11. 0. Box 2749 - 403 Buller Aivnue.T,)4)ec Island, Georgia 31329 012) 786-4573 - FAX 1912) 786-9539 jjrk,Ar.Cjjy(jftybee.org City of Tybee 403 Butler Avenue Tybee island, GA 31328 To whom b may concern: The sheathing product that was installed im the garage mfZ White Oak Lane was installed per the SeconockG|asm —Mat Sheathing specifications which � have attached. ff you have any questions, please feel free to give me a call at the number below. Sincerely, 'IMI *W0111 Securocke Glass-Mat Sheathing .... ............ ..... .............................. ... ........ Regular and Firecode- Cores Quality, high-performance sheathing designed for use in most exterior systems Treated gypsum core combined with fiberglass face and back offers exceptional water resistance Scores and snaps easily for quick installation For use in most exterior systems when properly detailed by exterior finish manufacturer Meets or exceeds the requirements of ASTM 01 177 Description USG SECUROCK" glass-mal sheathing is a noncombustible, moisture- and mold-resistant panel designed for use under exterior claddings where conventional gypsum sheathing products have traditionally been used, such as brick veneer, properly detailed Exterior Insulation Finish Systerns (EIFS), clapboard siding, panel siding, shingle siding, shake siding and conventional stucco, Advantages mold- Resistant High resistance to mold and mildew, Resists Water Glass-ruat sheathing facer on both sides sheds water, Quick, Dry Installation Quick score and snap, no sawing or special tools, and rapid screw or nail attachment, Exposure Can be expnsed to weather for up to 12 Months after application. Warranted Performance SFcuRccK glass-mat sheathing is guaranteed for five years against manufacturing defects and for 12 months of weather exposure, Limitations 1 SECUROGK glass-mat sheathing shall not be used as a nail base for exterior cladding, 2. Specific requirements regarding frarning spacing, fastener spacing and fastener specifics to provide required lateral wind-load resistance are the responsibility of the design professional. (Refer to technical data and specifications on the following pages.) I SECUROCK glass-mat sheathing offers resistance to weather, but is not intended for constant exposure to water. Protect this and all similar materials from the eroding effects of cascading water. 4. Not recommended for lamination to masonry surfaces. Use furring strips or framing. 5, Maximum stud spacing is 24" o.c. & SlcunocK glass-mat sheathing is not a finished surface. 7, SECUROCK glass-mat sheathing is Pot intended for tile applications, Product Data Dimensions 112" or 5/8" thick, 48" wide, 8% 9' and 10' long, Up to 12' lengths available in 5/8" thickness in some markets. Other sizes available on special order. Consult your United States Gypsum Company sales office or representative for more information. weight Approximately 2,0 psi for 1/2" thickness, 2.7 psf for 5/8" thickness, Edge Configuration Square edges, Compliance with Standards Meets or exceeds the physical property requirements of ASTM 01 177, 5/6" SECUROCK glass-mat sheathing is UL classified as to fire resistance, surface - burning characteristics and core combustibility, ICC ES Evaluation Report ESR 3044, Fire Performance SFcuRocy, glass-mat sheathing has a noncombustible core when tested in accordance with ASTM El 36. Surface-burning charactefistics—Flarrio spread 0, smoke developed 0, when tested in accordance! with ASTM E84. Fire resistance-5/8" panels meet the requirements of Type X as defined in ASTM 01 396 and ASTM 01177 when tested in accordance with ASTM El 19. UL classified as to fire resistance. See Underwriters Laboratories Fire Resistance Directory for specific designs. Tensile Bond Exceeds 15 psi requirements for both cementiflous and acryl in adhesives per ASTM 0297. 1/2" SECUROCK 5/8" SECUROCK Glass-Mat Sheathing Glass-Mal Sheathing Perm Ratings 25 26 Thermal Resistance Per ASTM 0518 DA 0—,5— ("R") (h/fl.' 'Fj /Btu) . ........ Sending Radius* Dry g h, 9 It "Reconimended fastener spacing is 5" O.C. when navels are befit, ........... I .... ....... ... 11- ... I ...... I ... ............ I—- ......... ......... Technical Data Physical Properties Per ASTM of 177 11211 StouROCK I Glass-Mat Sheathing 518" SECUROCK Glass -Plat Shi Flexural Strength * . ......... a a 0 n g — .......... e (Ig a p e r he nd to u I a r . t o board leigll i l I1 .Beetlng ... ...1—.1— to board length ihi 11 1—. . ............... ...... 107 .. ................. 90 ....... 1-11 ...... _ ...... .... 1! 7 ........ ........ .:.! .. 90 Water Adsorption---% by vA. 2 hirs, 10 10 _Nail -Purl ne Fistance, 4bf 80 'C Weight --- Vf 2.0 2.7 Surface-Burding ChaEacten stics—flamplama 7_110 _10 Coefficient of -thernnal Expansion in./iri 6.5 x 10 Ei.5 x I Ailawable Uniform Wind Load (1)Sp for 1W2"-ThlCk Panels — 12.1 16" _Tf 24° Fastener Spacing 4 6 8 4 6 �1 8 F4 $ 8 1 F 16 18 Allowable Presil:11t, S _ 46 34 A 26 19 16 Allowable Uniform Wind Load (psfl for 5/8"-Thick Panels Frame Spacin 12" mm- 6 2�4 Fastener Spacing 4 6 8 4 6 �1 llowable Pressure A do 107 67 "a 75 Fro 34 ? 24 Notes: Applicable for both steel and wood framing. The values in this table are beefed on testing peTASTM E330 and repressor the capacity of the sheathing to resist flexural failure Or fastener pull- through with a 3.0 factor of safety. CapaiitieS are based on a minimum fastener head diameter on).325'"lP6 bugle head Gcfavvl.The vilthdrawal lasistanva of laseners from framing is different. on several t=,tns, incUing but not limited to taste nei type, fastener length and framing properties, The spedficallon of fasteners is th a raRponSddjliE of the desigrerotrecord, IS are given below. These Capadhes assume cinm4luoussuppal I of each slut flange ever the lull lerigill Of the sheathing penal. Allowable Pressures are based on a maximum definlion imi [a Her of 1)360. Consult representative for higher deflection limitations, AnovableprPssura values are for shorn -term Roads. Framing design is independent of thesevalues,'rho design capacifin a oncurnabcaily driven fasteners are beyond lhe scope of this submiltarwheel. Application to Wood Stud For resisting Wind and seismic loads: 1/2° "-thick (12.7 MITI) SECUROCK glass• mat sheathing will provide an allowable Walls for Racking Ros�lstance racking resistance of 122 off (1.8 kWm) when sheeting is attached to wood framing spaced 16" (406 mph) ii max. Application shall be by the use of nails: 111 gauge, 7/16" (11 mm) diameter head, 1-112'° (38 mm) long, hot-dipped galvanized roofing nails, or #6 •� 1-1/4" (32 mm) long corrosion - resistant bugle head screws, 518%thick (15.9 mm) StCuRoi glass-mat sheathing Will provide an allowable racking resistance of 138 plf i ki when sheathing is attached to wood framing spaced 24" (610 mm) o,c. max. Application shall be by the use of nails: I I gauge, 7/16" (11 mm) diameter head, 1-3/4" (44 mm) long, hat- dipped galvanized roofing nails, or #611-51B" (41 mm) long corrosion-r-Psistant bugle head screws. This SECUROCIt glass-mat sheathing panels shall be applied solidly to the wall framing with the long edges of the panels parallel to the fnannirlg with all edges backed by framing members, Design capacities are based an a maximum fastener spacing of 4" (101 mrn)o.c. around the perimeter of the sheathing panels and 8" (203 nim) o.c. along the intermediate framing members, The maximum height-length ratio shall not exceed 1.5:1 to be considered a shear wall segment. Studs and plates shall be anchored to resist forces, Shear walls U&g SECUROCK glass-mat sheathing shalt not be used to resist forces imposed by masonry or concrete walls. The design capacities of assemblies constructed with pneumatically driven fasteners are beyond the scope of Ills submittal sheet. Note; Local code requirements may limit the racking resistance values to a prescribed load; be sure to check with the authority having jurisdiction for the correct limitations when designing the racking resistance. Installation SEcLsocv, glass In at sheathing may be used under exterior claddings where conventional gypsum sheathing ng products have traditionally been used, such as b0ok veneer, properly detailed Exterior Insulation Finish Systems (EIFS), clapboard siding, panel siding, shingle siding, shake siding and conventional stucco. If extreme weather conditions are possible, the design professional should consider recommending that panel joints be treated or a weather-resistant barrier be installed, Specifications � part 1: U Specify to meet project requirements. General Scope 1.2 All materials shall be stored in an enciosed shelter providing protection from damage and exposu�e to the Delivery elements. Damaged or deteriorated materials shall be removed from the premises. Prior to installation, and storage of Materials panels should be stacked flat (unless the contractor in charge of site safety directs otherwise to avoid point overloading of the structure or a tripping hazaro and reasonably protected from the elements. Warning: Store oU3ECoROCKA{3SS-ma\panels flat. Panels are heavy and can fall over, omSinQooAouyinjury m death. Dn not move unless authorized. Panels 12'io length will ship inbanded units, TU ensure safety and performance of the product, use of a forklift truck with minimum 35' span between the forks when moving the banded units is recommended, Keep the nylon bands on each lift until individual boards are moved. Part 2: A. SacuriocK glass-mat sheathrng—(1/2") (5113") thick x 48" wide x 8'-10' long (Lip to 12' for 518" thickness) Products with square edges. m. Nu[N—(1-1/2') U-3W't11 -gauge hot-dipped galvarilzed roofing nails, 7/1U^diamelwr head (minimum). M Scmwv-11-1/4l(1-5@') #O bugle head corrosion-resistant fasteners, Where sheet-type weather-resistive barriers of self-adhering membranes are placed mvar the sheathing, corrosion resistance shall 8o equal toor greater than ahot-dippad galvanized coating d1.5ounces of zinc per square toot N surface area, Where liquid or fluid-applied air and water barriers are used, or where no sheet-type weather-resistive barrier is used over the sheathing, screws shall have a corrosion resistance of more than 8U0 hours per 4GTN811i Stainless steel fasteners shall bo used in coastal oru00i essivoenxirnnme%. Consult the building code for other requirements. Part 3: 3.1 A. Apply weather- resistive or water barriers and flashing as required by and in accordance with the applicable Execution Walls— local code requirements and the recommendations of tie exterior cladding manufacturer, whichever is more Sheathing stringent. B. Maximum fastener spacing for vertical! surfaces (walls) is B" o.c. G, Mayjmum frame spacing �,.24''u,c. D. Sheathing must Uo thoroughly dry prior to installing adhesively applied anUxo|f-adkmeUiuelwaterbmrriom and joint tape, Failure toVoso will result io/m insufficient bond to the sheathing. E. Apply side labeled "USG SECUROCK' toward exterior. Fit ends and edges dosely, but not forced together, F. Fasteners shall bo driven flush with the panel surface, withou<counteo(okinQmUeo*nnomghtohmmktho 0|ase'mat and into the framing. G, Unless otherwise specified m required, SEcURoCKD|em'mmt sheathing may Du applied either perpendicular or parallel to wood of steel framing, 3.2 The maxinium frame, spacing for soffits is 16" ouc, when installed parallel to the joists and 24" o,c. sottitr—Sheathing when installed perpendicular to the joists, Maximum fastener spacing V horizontal surface (soffits) is 8" o.c Application 3.3 Control joints shall' be installed at building expansion joints. Location and design of thase control joints shall be Control Joints detailed by the design professional, As a general rule, a 30-foot-maximurn space between surface control joints !is recommended. 3A Shear- or lire-rated construction may have additional execution requirements as specified in local codes oi the Shear- or Fire-Rated UL Fire Resistance Direclory. Construction Submittal Approvals: 15 Weather- Resistant Barriers No weather - resistant barrier is required for exposure warranty, but may be required by local codes or cladding system specifications. 3.6 Consult exterior cladding manufacturer for installation instructions. Exterior Cladding Application V - — — cavity - EIFS, like all other cladding systems, is vulnerable to moisture that enters the cavity through wall penetrations, EIFS such as windows, doors, deck attachments and utility pipe chases and at wall/roof intersections, For most residential and some commercial EIFS, manufacturers now specify a weather-resistive, bander for additional protection from moisture that penetrates the wall. In addition, manufacturers of windovvs, doors, flashing and sealants offer instruction on proper installation and maintenance of their products, s EIMA (EIFS Industry Members Association), www.eirna.conn. This website has extensive information about proper installation of EIFS, sealants, flashing, proper attachment of EIFS to substrates, and inspection, maintenance and repair of EIFS daddings, a ASTM E2112 -07, Standard Practice for Installation of Exterior Windows, Doors and Skylights 9 ASTM 01481.00 (2006), Standard Guide for Use of Joint Sealants with EIFS s ASTM Cl 397-05, Standard Practice for Application of EIFS Class PI o AWD (Association of Wall and Ceiling Industry) offers EIFS Education and Certification Programs for EIFS applicators and also for building officials, inspectors and design professionals. Contractors whose personnel have successfully completed the AWC1 EIFS training can be found on AM's "EIFSrTiart Construction National Registry." See www.awci,org, Job Name Contractor Product information See usgtorn far the most up-to-date product Trademarks The following trademarks used herein are ovined by USG Corporation or its subsidiaries: Innocock, SEwc,,x, USG,, USG in *fized letters, Note Pianhicts; described burr; may not be available in all geographic markets. Notice We shall not be liable for Incidental and consequential damages, directly or indirectly sustained, nor for any loss caused by application of these Date gGOdS not in accordance with current printed instructions or for other than the intended use. Our liability is expressly limited to replacement of defective goods. Any claim shall be Learned waived uniess made in writing to Li's wifin 1hirly, (30) Lays born dale it was or reasonably should have been discovered. Safety First! For= good salplyfindustiia Hygiene Practices duiing inslnlla. tion. Wear appropriate personal prolectbn equipment, Read MSDS and literature before Stracificalon and installation. Manidactured by 800 USGAYOU (874-4968) MQ4511rev, 7-11 Uniled States Gypsuin Company ceg.com 550 West Adams Sir eel Chicago, 11. 60661 From: Marron Lee <harron@synergyhornes.com> Sent: Monday, June 23, 2014 4:15 PM To: Jerris Bryant cc: Crystal Zipperer Subject: 2 WI-lite Oak Drive - Tybee Attachments: doc02l.70220140623151206.pdf Jerris, Attached is the spec sheet for the heat pump at 2 White Oak Drive. The Unit's model # is listed below and the spec sheet for the model's electrical requirements is attached. I have verified that the breaker for the heat Pump is a 40 amp breaker and shiouild be acceptable. Please let me know if you need any further information to pass this item, Thanks, Carrier MODEL #: 25HCD342AO031010 SERIAL #: 0514E16869 Best Regards, Harron J. Lee District Manager Synergy Designer Honnes, 912-3,52-0134 912-352-0136 (fax) 0, r[ran, @ SyDta -gyjl 9!es1-r1.q'.9M 1 0 ELE CTRUCAT, DATA 40 AMP i Permissible limits of the voltage range at which the unit will operate salisfadorily Time -Delay fuse. FLA - Full Load Amps LRA - Locked Rotor Amps MCA - Minimum Circuit Amps RLA - Rated Load' Amps Pf NOTES: - Control circuit is 24-V on all units and requires external power source. Copper wire must be used from service c4sconnect to unit All motors/compressors contain Internal overload protection, - Complies, with 2007 requirements of ASHRAE Standards 90.1 - The minimum wore size must comply with NEC Table 310-15(6)(16) (formerly "fable 310,16), 60° C or 75'C, copper wire, and the unit MCA. - Maximum wire length Is determined from the nVirrimurn vAre size by using NEC 2011, Chapter 9, Table 8,'Canduclor Properties". The ma)cini wire length must also tai into consideration a 2% allowable voltage drop between the distribution panel (service) and appliance (unit), per NEC 210-19 (FPN No. 4) and 215-2 (FPN No. 2). A-WEIGHTED SOUND POWER UNIT SIZE STANDARD RATING ,(dBA) OPER VOLTS* - 125 . ..... 500 -AR FU aE UNIT SIZE VIPIA MCA air CKT BIRK _iTAX MIN (dBA) RLA FLA -- 61.0 57.5 52.5 AMi 73 - - - - 66.0 68.5 ----§:0- -6.5 - ---- ---- TI-A 3_0_30161) . . . ............ 2 �8 . .... . �77 . .......... 16 -,5- 24 3O 67,10 64.5 56.5 --------------- 36-31 77. q -16.0 _IT_��I_J 67.0 6815 61 1315 55.0 00 3ti 31 206J230/1 253 197 ATO' 15.6 635 67.0 58,0 595 42-50 42 -31 55.0 6710 71.0 74.5 70.0 4 23§__ 48-31 48-31 59,6 67.6'"" 72,5 99.0 21,8 1A 61.6 46 -50, 66 69 59.5 69.5 7C0 69.5 50, 60 0 301-50 - 71.5 6E0 71.0 10,0 9.1 13.6 20 1- 14,1 20 _13_.6 1-4 18-4 3-0 20812301,3 253 197 48 -50 63.1 13,8 1,4 16.7 30 159 30--- 253 1 197 38,0 _7� 9 _ 10 _48-60 41,0 6.2 0.7 8.5 10 '52_,0 7-8 '-0.6 10-4 __15 _F46013 -M-_97o Permissible limits of the voltage range at which the unit will operate salisfadorily Time -Delay fuse. FLA - Full Load Amps LRA - Locked Rotor Amps MCA - Minimum Circuit Amps RLA - Rated Load' Amps Pf NOTES: - Control circuit is 24-V on all units and requires external power source. Copper wire must be used from service c4sconnect to unit All motors/compressors contain Internal overload protection, - Complies, with 2007 requirements of ASHRAE Standards 90.1 - The minimum wore size must comply with NEC Table 310-15(6)(16) (formerly "fable 310,16), 60° C or 75'C, copper wire, and the unit MCA. - Maximum wire length Is determined from the nVirrimurn vAre size by using NEC 2011, Chapter 9, Table 8,'Canduclor Properties". The ma)cini wire length must also tai into consideration a 2% allowable voltage drop between the distribution panel (service) and appliance (unit), per NEC 210-19 (FPN No. 4) and 215-2 (FPN No. 2). A-WEIGHTED SOUND POWER UNIT SIZE STANDARD RATING ,(dBA) TYPICAL OCTAVE BAND SPECTRUM i without tone adjustment) - 125 250 500 1000 2000 4000 8000 1i7-3tl Gg 42-50 (dBA) 18-30 65,10 61.0 57.5 52.5 24-30 73 51.0 59.5 66.0 68.5 635 59,0 53.6 3_0_30161) 74 52.5 64,0 �B8.0- 67,10 64.5 56.5 --------------- 36-31 73 50.5 62.5 67.0 6815 61 1315 55.0 3'6 -50y -60 42-31 75 77 53.5 55,0 _63,0 6&0 -69.0; .71.0 71.0 72.0 70.0 635 67.0 58,0 595 42-50 79 55.0 6710 71.0 74.5 70.0 6770 60.0 48-31 80 59,6 67.6'"" 72,5 75,0 75.0 73,5 72,5 69.5, 61.6 46 -50, 66 69 59.5 69.5 7C0 69.5 50, 60 0 30 67t 71.5 6E0 64.0 605 NOTE: Tested in accordance with AHRI Standard 270-08 (not listed in AHRI). A-WEIGHTED SOUND POWER WITH SOUND HOOD NOTE: Tested in accordance with AHRI Standard 270-08 (not listed in Al-IM), CH-ARGING SUBCOOLING (TXV-TYPE EXPANSION DEVICE) Ri RED SU RCEoLiNG- 18-30 STANDARD TYPICAL, OCTAVE BAND SPECTRUM (dBA, without tone adjustment) UNIT SIZE RATING 125 250 _79CY_0_6�__E Soo 1000 - --t- 200-0 _61.d - 4000 8000 42-50 (dBA) 18-30 69 50.0 1.0 60-30,50,60 -67.5 6-7.0 51 24 -30 -71 51-15 59-10 65-5 63.0 56,5 56.5 63.5 5-3.0 57.0 -30-30,50--73 53-0 64.0 D 08,0 36-31 73 52,0 63.0 66.5 68.0 65.5 6215 56.5 36 -5t5, MO 42- 74 77 54,0 L5610 615 65,5 5815 70.0 72.0 66.0 70X 63,0 6610 57..0 6915 42-50 a 0 _5 �71.0 71.0 �72 5 73.5 _695 61 Ka �7a 48-31 72-5 74.6 73» 69 0 61.0 49-50. ED 79 58.6 696 _7.0 73.S 74.5 71.5 68.0 62,0 . . .. . ..... 60__30' so, 60 5J) .5 62_,0 57-0 NOTE: Tested in accordance with AHRI Standard 270-08 (not listed in Al-IM), CH-ARGING SUBCOOLING (TXV-TYPE EXPANSION DEVICE) Ri RED SU RCEoLiNG- 18-30 3 (7,2) 24-30 30-30, 50 . .. .. ........... 36 -50, MO 42-31 42-50 13 (72) 48"31 48-50,60 13 60-30,50,60 15 NOTE: SubcOoling is for field installed I 7,v (except rear uou) Jerris Bryant Frorn: Jerris Bryant ,Sent: Friday, June 20, 2014 2:58 PM To: cryst,al@synergyhomes.com Subject: 2 White Oak Lane Attachments: Untiticd-20140620-135210-001,pdf Crystal', Just as an FYI, attached! is a copy of the inspection that Ray did today. The mechanical passed but the form was not totally completed - that needs to be done. The final' electrical inspection didn't pass which means the building final' did not pass. When these items have been completed, call' and we can set up another electrical inspeCti0n. Please note that NO OCCUPANCY UNTIL THE CO IS ISSUED which includes moving anything else into the house. If you have any questions, please feel free to contact me. Jerris City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave., - P,.O,. Box 2749 - Tybee Island, GA 31328 I N IF RNAT Phone. 912.:472-5032 - Faix,9:12.786.9539 CODECOUN r� - �01 ME= M Date of Inspection Inspection Pass Fail 1:1 Fee Inspection Pass Fail Fee il'1 J k' 6 Inspection Pass Fail Fee II A 4 V ib Inspection Pass Fall r—i Fee � � . "" "10 t�'' a 1., r �. „ , .. � , , ' ; ,'�, i � 41,..1;,'. ,, "�,�, .. � Mr; �� er """ e Id u' ,., .,�;... jj�� J6 M" 1 11 L Lm 4� L I I 4U I I UTO Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail Fee Inspection Pass Fail IA [ F 1� :-� 1 1,1, 1 CODE CaUNCIL MEN B UR DATE ISSUED: 06-18-2014 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 i lip NEW RESIDENTIAL BLDG - SF 2 WHITE OAK JANE MICHAEL JONES 46,07 HABERSHAM STREET SAVANNAH GA 00000 SYNERGY DESIGNER HOMES 413 E. LIBERTY ST SAVANNAH GA 31401 2136 P $7,472.50 PUY OF TE,EE I W t v CPR-, 13[� NP�,� AR RE!: 4 I I - TOTAL BALANCE DUE: $ 50.00 It is understood that if this permit is printed the builder will at all times comply with the zoning, subdivision, flood control, building, tire, 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 propelly must be approved by the issuance of another building permit. Permit holder agrees to hold the City oi'Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date (if issuance, Signature of Building Inspector or Authorized Agent: P. 0, Box 2749 - 405 Butler Avenue, Tybee Island, Georgia 31329 (912) 786.4573 - FAX (912) 796-9539 www,cityoft,,vl)ee.org IF.010'EN 50. cn I a r'-ml r -50. 00 I I - TOTAL BALANCE DUE: $ 50.00 It is understood that if this permit is printed the builder will at all times comply with the zoning, subdivision, flood control, building, tire, 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 propelly must be approved by the issuance of another building permit. Permit holder agrees to hold the City oi'Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date (if issuance, Signature of Building Inspector or Authorized Agent: P. 0, Box 2749 - 405 Butler Avenue, Tybee Island, Georgia 31329 (912) 786.4573 - FAX (912) 796-9539 www,cityoft,,vl)ee.org Permit No. Date Requested Owne,r�'s Name Date Needed ,Gen. Contractor Subcontractor Contact Information . . . ...... . Project Address Scope of Work Inspector Date of Inspection Inspection I Pass Fail �F Inspection, - Pass 1:1 it 1:1 Fee Inspection - Pass 11 Fail 1:1 Fee WORI(DESCRIPTION WORK LOCATION 0i"11ER 11A�ME ADDRESS CITY, ST, ZIP CONTRAcrOR NAME ADDRESS CITY STATE ZIP III if jj M, I CITY OF TYBEE ISLAND BUILDING PERMIT IONFEE NEW RESIDENTIAL BLDG - SF 2 WHITE OAK LANE MICHAEL JONES I SAVANNAH GA 00000 SYNERGY DESIGNEI HOMES 413 E. LIBERTY ST SAVANNAH GA 314011 2136 P $7,472.50 W��� 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 sbore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should he informed that an), alterations to the Property must he approved by the issuance of another building Permit. Permit holder agrees to hold the City ofTybee , Island harmless on any Construction covered by this Permit. This Permit most be posted in a conspicuous location in the front of building and protect,edl frown the weather. If this Permit is 'lot Posted work mill be stopped. The building contractor will replace curb paving and gutter broken during construction. This perraft will be voided unless work has begun within six months (if 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, wwmwity ofty bee. arg City ofTybee Island Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 I TIL Phone 912.472-5032 ® Fax 912.7,86.9539 CODE COUNCIL R- 9101-= OM918 M= gmfflll=, Date Requested Date Needed Subcontractor, Date of Inspection Pass,E] Fail 11 Fee Pass Fail r-1 Fee E] Li Pass Fail r--1 Fee 11 U Pass Fail r—i Fem- El Lj I Inspection Pass El Fail 1:1 Fee inspection Pass 0 Fail 1:1 Fee inspection Pass 11 Fail 11 Fee City of Ty bee Island - Community Development Dept., Inspection; Report ,rye Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472-,5032 - Fax 912.786.9539 Permit No. Date Requested Owner�'s Name Date Needed Gen. Contractor Subcontractor jr Contact Information . .... . . ....... Project Address Scope of Work vt inspector Date of Inspection Inspect i Pass Fail Fee Iv" o Inspection Pass El Fail 1:1 Fee inspection Pass 0 Fail 1:1 Fee inspection Pass 11 Fail 11 Fee r-� Inspection Pass Fail Li Fee Inspection Pass 11 Fall 1:1 Fee Inspection - Pass 1:1 Fail 1:1 Fee City of Tyb�ee Island - Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tyb,ee Island, GA 31328 Phone 912.47'2-5032 - Fax 912.x°86.9539 CODE COAUL MEMBER Permit No. Date Requested owner's Name Date Needed ear® Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail Fee r-� Inspection Pass Fail Li Fee Inspection Pass 11 Fall 1:1 Fee Inspection - Pass 1:1 Fail 1:1 Fee m=1 Inspector Date of Inspection Fail Fee Inspec tion Pass r-" Insp ection Pass Fail Li Fee Inspection Pass 1:1 Fail 0 Fee Fax Transmission Result Rep Page [1] of - [1] flute /Tire Model Name Machine Serial Number Line Linel Name Line2 Line2 Name 05-14-2014 10:41 AM CLX-9352 Z94LJB I ED500022H City of Tybee 9127869539 is not available is not available Job Destination Start Time Duration Mode Job, Type Page User Result 12607 Georgia Power relc05-14-2014 I0:40 0110011 G3 H-Tx 1/1 ase/18888514411 AM * Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE, 1-888-748-6843, Press 1, Extension 32855 or 32856 FAX: 1-888-851-4411 Location Addresst � jj/d/7'Z AW 1AAM Release Dew .05 Type afRelease, _Temporary —X—Permanent Permit # Electrician: &(Nd� 6.6&rg Y. -- Phone # ✓4- OM Z Builder: 'SMOMY Aly-ME5.. .— Phone # owner: P bfAA6L JPAA�6 Phone: 0 q1A - -35-A- .23 70 Location Address: TypeofRelease. _Temporary _Permanent Electriclant Release Date* Permit # Phone 9 Builder: Phone # Owner: Planning and Zoning Jerrig Bryant '912-472-SO33 Phone N LocalUser OK H-Rx. Host Rx M-S: Memory Save P-Rx: Poll Rx D-Tx: Delay Tx H-Tx: Host Tx S-Rx: Secure Rx P-Tx: Poll Tx BC-Tx,, BroadCast Tx h � r�n�y+� yry�' /7�IM� • • w w '-o cation • ,f i R F Type M Release: Temporary n Permit i Location Address: Release Date: wr,_ N Release: Temporary Permanent Permit # Electrician: Phone ## C •, . Phone OPhone • ! V Jerris Bryant Inspector inspection Pass Inspection - Pass El Fail 11 Fee Inspection Pass 11 Fail 11 Fee inspection Pass 11 Fail 11 Fee 510 CITY OF TYBEE ISLAND BUILDING PERMIT I C WXITER MEI'ER 1["1(..'XLJ11 WORK DESCRIPTION NEW RESIDENTIAL BLDG - SF WORK LOCATION 2 WHITE OAK LANE OWNER NAME MICHAELJONES ADDRESS 4607 HABERSHAM STREET CITY, ST, ZIP SAVANNAH GA 00000 PHONE NUMBER CONTRACTOR NAME SYNERGY DESIGNER HOMES ADDRESS 413 E. LIBERTY ST CITY STATE ZIP SAVANNAH GA 31401 FLOOD ZONE BUILDING VALUATION SQUAREFOOTAGE 2136, OCCUPANCY TYPE P TOTAL FEES CHARGED $7,422.50 Mm um= PERMIT #: 130241 3 / .1 Inch Meter TOTAL BALANCE DUE: $ 0000 It is understood that if this permit is granted the builder mrill at all times comply with the zoning, subdivision, flood control, building, rive, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations v0ien applicable, subsequent owners should be informed that any alterations to the property intiq be approved by the issuance of another building permit. Permit holder agrees to hold the City ofTybee Island harmless on any construction covered by this pernift. This permit must be posted in a conspicuous location in the front ol'building and protected from the weather. If this permit is not Posted work will be stopped. The building contractor will replace curl) 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 Autborized Agent: ll. 0. Box 2749 - 403 Butler Avenue. Tybee ldan(L Georgia 31328 012) 786.4573 - FAX (9,12) 786-9539 vvm,Nvxityoftybee.org Dianne Otto From: Bruce Saunders Sent: Tuesday, March 11, 2014 1:24 PM To: Dianne Otto Cc: Diane Schleicher Subject: RE: Dumpster Attachments: IMG-0019.JPG; IMG 0020.JPG; IMG_0021.JPG; IMG_0022.JPG From: Dianne Otto Sent: Monday, March, 10, 2014 3:33 PM To: Bruce Saunders Cc: Monty Parks (money arksCayaho.com} Subject: FIN: Dumpster Bruce - Please investigate the report below. I believe the site is 1.109 S,, Campbell Avenue, The general contractor is Barney Paderewski (office 355-8030 / ceH 667--9009). The applicable ordinance for covering a debris contaWer is Municipal Code Section 22-1,69 wNch is posted Wow. This lot Ihas a 25-foot mairsh buffer on the rear. Please determine if the leaking substance is within the buffer. Thank you. Sec. 22-169. BuHding waste—Accumflations prohlbited. (a) Any person who has contracted with any other person within the city, either on an hourly basis or a job contract price, whose work produces an accumulation or volume of building rubbish shall be required to remove and dispose of any such accumulation resulting therefrom. All construction and demolition contractors must have on-site receptacles or containers. The site must be kept in a reasonably clean and litter-f're,e condition. Yard rubbish and yard trimmings shall be disposed of per subsection 22-192(d), by placing same adjacent to refuse carts. (b) On any construction site at which a container is used to store debris and trash during the project, whether such container be a clumpster or other container of any sort, when active work ceases on the project for every day, or any given day, a secure cover shall be placed over the clumpster or container so as to prevent trash or construction debris to be subject to being blown out of the clumpster or container, (c) On construction sites where no container or clumpster is used, a confined storage area must be established and appropriate measures shall be taken to prevent trash and debris from being subject to being blown out of a confined area, a ��I j �� O W N E R N A M E A D D R E S S C I T Y , S T , Z I P W N - 1 4 J U N A L v d i f f f 1 * 0 1 4 C O N T R A C T O R N A M E A D D R E S S C I T Y S T A T E Z I P P R O J E C T V A L U A T I O N C I T Y O F T Y B E E I S L A N D B U I L D I N G P E R M I T I H i l l , N E W R E S I D E N T I A L B L D G - S I T 2 W H I T E O A K L A N E M I C H A E L J O N E S S A V A N N A H G A 0 0 0 0 0 S Y N E R G Y D E S I G N E R H O M E S 4 1 3 E . L I B E R T Y S T S A V A N N A H G A 3 1 4 0 1 2 1 3 6 P $ 7 , 4 2 2 . 5 1 0 2 ��- ��; �� I C E R M I T # : 1 3 , 0 2 4 1 1 4 N , $ 0 . 0 0 X 1 V ' 1 4 - 1 1 M I E T T ' T O T A L B A L A N C E D U E : I t i s u n d e r s t o o d t h a t i f t h i s p e r n t i t i s g r a n t e d t h e b u i l d e r w i l l a t a l l f i t n e s c o m p l y w i t h t h e z o n i n g , s u b d i v i s i o n , f l o o d c o n t r o l , b u i l d i n g , I r c , ��o i j a n d s e d i m e n t a t i o n , w e t l a n d s , m a r s h l a n d s p r o t e c t i o n a n d s h o v e p r o t e c t i o n o r d i n a n c e s a n d c o d e s w h e t h e r l o c a l , s t a t e o r f e d e r a l , h 1 c 1 h i d i t I g a l l e n v i r o n m e n t a l l a w s a n d r e g u l a t i o n s w h e n a p p l i c a b l e , s u b s e q u e n t O w n e r s s h o u l d b e i n f o r m e d t h a t a n y a l t e r a t i o n s t o t h e p r o p e r t y m u s t b e a p p r o v e d b y t h e i s s u a n c e o f a n o t h e r b u i l d i n g p e r m i t . p e r m i t h o l d e r a g r e e s t o h o l d t h e C i t y o f T . r r b e e W a n d h a r m l e s s o n a n y c 0 l ' S t r u c t i o n c o v e r e d b y t h i s p e r m i t . T h i s p e r m i t m u s t h e p o s t e d i n a c o n s p i c u o u s l o c a t i o n i n t h e f r o n t o f b u i l d i n g a n d p r o t e c t e d f r o r n t h e w e a t h e r . I f t h i s p e r m i t i s n o t p o s t e d w o r k w i l l b e s t o p p e d , T h e b u i l d i n g c o n t r a c t o r w i l l r e p l a c e c u r b p a v i n g a n d g u t t e r b r o k e n d u r i n g c o n s t r u c t i o n . ' r h j s p e r n f i t w i l l b e v o i d e d u n l e s s w o r k h a s b e g u n w i t h i n s i x m o n t h s o f t h e d a t e o f i s s u a n c e . S i g n a t u r e o f B u i l d i n g I n s p e c t o r o r A u t h o r i z e d A g e n t : f l 0 . N O % , 2 7 4 9 " 4 0 3 I s l a n d , G v o r g L 3 1 3 . 1 8 M 2 ) 7 8 6 - 4 5 7 3 - F A X ( 9 1 2 ) 7 8 6 - 9 5 3 9 1 W 1 1 1 1 Y . C l k �� D A Y h e v ��o r a " -N ol City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472-5032 - Fax 912.786.9539 Permit No.. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Pass r-1 Fail 11 Fee Pass Fail E] Fee Pass 11 Fail 1.1 Fee =1 11 ;, .,;.,, Inspection Pass El"� it 0 Fee pass Fail Fee Pass Fail '00 1" City of Tybee Island Community Development Dept. a V� pec Repo Ins tion rt 0 iw 1. y Island, GA 3132,8 403 Butler Ave. - P.O. Box 274,9 T bee 0 Phone 912.472-5032 - Fax 912.786.9539 6DE 6UNCU. MEMBER Permit No.. Date Requested owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail El Fee D =1 11 ;, .,;.,, Inspection Pass El"� it 0 Fee pass Fail Fee Pass Fail '00 1" Affimmm, e e Inspection Pass Fail p F Pass Pa Fail Fee In n spectio inspection Pass Fail Fee- SYNERGY H 0 M E S 413 E. Liberty St. Savannah,, GA 31401 Phone: 912-352-0134 Fax: 912-352-0136 To Whom This. May Concern: 'z q � J, iii This letter is in sent in reference to the new construction hon-le being built by Synergy Designer Homes at 2 White Oak Lane, Tybee Island, GA. I have reviewed the drawings and am writing to confirm that other than the HVAC condensing unit platform, no stru.ctures, stairs, overhangs or other parts of the building shall encroach the setbacks. We will have one condensing unit, which will be built -dong(side the no theast conier of the building, behind ttle angled wall and shall be " x r 5'-011. Sincerely, ReadjlB. 3 prnan Presi -,Yit, CEO q S 06 t3 Ce r D Otto From: Downer Davis [dkdbus@gmail.com] Sent: Thursday, September 26, 20139:24 AM To: Dianne Otto Subject: Fwd: Attachments: photo UIPG; photo 2.JPG; photo 3.JPG ---------- Forwarded message ---------- From: Downer Davis <dkdbusL0,gn1aIl.com> Date: Thu, Sep 26, 2013 at 9:14 AM Subject: Fwd: To: Dianne Otto <dottoLcecityoftybee�> ( `2 3 e vv� -6- e le% C2 C.0 2 White Oak Lane is grossly deficient in maintaining proper BMP's. At this point, I have grave concerns about the ability of the Applicant's Contractors to properly maintain adequate BMP's necessary to provide adequate defenses to state waters from the release of sediment from this site. The attached 3 pictures show: 1) The Co-Construction Exit being bypassed, the Sdl removed and bare earth drive being used to exit the site. 2) The Sd I in the lower, northeast portion of the site being at grade (ground level) providing inadequate protection of our state waters. I request immediate correction of these items. My recommendation is widen the Co as I previously recommended and convert the rear northwest comer to the Sdl being reinforced with hay bales. Future violations of these two items will result in my requiring this. I did speak with the PM late yesterday and he advised he would be acting on these two items. Downer Sent from my iPhone Dianne Otto Fromi: Downer Davis [dkdbus@gmail.com] Sent: Thursday, September 26, 2013 9:22 AM To: Dianne Otto, Subject: Fwd: Attachments: photo 1.JPG; photo 2.JPG; photo 3.JPG; photo 4.JPG 2 White Oak Lane Lesser items noted in my inspection yesterday are: 1) The storage of materials in the NW corner at the Sdl. Once they are removed the SdI needs repair. Until that time as this is the high end of the project with no drainage flow to it, no action is presently required. 2), The port -o-let is in the City R.O,W. and the sight triangle. This is a traffic safety matter. (For the record, my truck in the picture, is far enough back to the south, it is not in the sight triangle.) 3) The dumpster, a previous issue, appears to not be in compliance. 4) The supports, on the upstream, west Sd I is installed backwards. However, as no flow goes to this area, within 10, days please provide adequate supports to the west side. Downer Dianne Otto From: Downer Davis [dkdbus@gmaiI,com] Sent: Thursday, September 26, 2013 9:22 AM To: Dianne Otto Subject: Fwd: Attachments: photo 1.JPGI- photo 2,JPG; photo 3.JPG; photo 4,JPG 2 White Oak Lane Lesser items noted in my inspection yesterday are: 1.) The storage of materials in the NW corner at the Sd I. Once they are removed the 5d1 needs repair. Until that t1i7e as this is the high end of the project with no drainage flow to it, no action is presently required. 2) The port-o-let is in the City R.0,W, and the sight triangle. This is a traffic safety matter, (For the record, my truck in the picture, is far enough back to the south, it is not In the sight triangle.) 3) The durripster., a previous issue, appears to not be in compliance. 4) The supports on the upstream, west Sd I is installed backwards. However, as no flow goes to this area, within 10 days please provide adequate supports to the west side. Downer MINI, r,uh� Ih pl WI I 1IV II I r ��. , , ����. �� ���� M A � " I I D ' A I ��I N m i o l " C �� i y j ��s ���� r ' ��I l ��i ' ��I 1 1 l l i l l l ���� " I I l l ��l l u I l I l ^ V I I I I V u ��V ( I Y ��V V I r . . . . I V N l ����1 5 y 1 1 " V Y I I Y I I ����1 Y V I i I ��V ������l l r y m l M J I I n ' i m , � j I I Y X V I I I V V , ! ' j V l i i ��y l l l ��l i i l i l M ��V ��f v I I ^ v u r h r t i l l l l g V �� �� . . 1 0 y y 1 1 I �� . . . I I I ' ! y I I ��I ^ p I l l r , ^ �� I f l q w ��i o I I V W M l i l d " n I Y " 0 y I l ��o u ' � I I N O N 1 1 j ; I I I I I I M V I I o d r v M " ' I t l H I I ��. . I l , l ��r V l I V Y . I r l ��, r w w m ^ ' M V I I , � I I I I ���� l l u l J I J j p l 1 1 1 1 V I I I M y l M M I i d o l N N � I ; r r l I I o I S 4 " " u l I w i l l ������; l r l 1 � j ^ ��` ��' ��, �� 4 ���� J ' ' ���� �������� �� �� , . . . ' . ' � ' . . �� ���� ��9 1 1 ��w ' ' u u u u l l u n ' �� ��) I I " m N �� i I ' A �� �� �� l l u I Y I 1 I l 1 I w ����r y y I ��4 C I ��I 1 ' Y I I m �� w , I m ��o ^ �� ( ' Y l �� N � o I o l I l l ��u r v �� " l ��N I I I N l �� �� X ' 1 ' 4 1 I v m m . Y I " i �� ' q l I I ��I l I A ��u l I ������1 J �� ��I V U I I I I I I ( I I 4 I . N u I i , r u u l �� l ^ ��I I 1 t l I , P �� ^ m , ������ w l ��4 l I m l I I J I r e ' I v l l l ��m l u l i p I I H ' H m , l l l h 1 0 V p I I 1 4 ��I I I ; , 0 1 ��I I 4 ������ I Y m W l l l l l l l , ; b r h u I I n I„ Po luiol �N rpl 'yl�a.�11,�1 III IInp�Vl� �� I wF I � r I ��IIIMI���,�hminllVllll101rl IulmuoluWWIVWu�uw"NI�I� I %�'f, " „ona„ �m �"�"�” d Ilud� v +111114 ., v111111 " n1 il' IIIlry�1l ry I �, li lli uIIIIIyY iI Yim to vIY � '.I �� rIVi0l 111 11 '' 11 II y,,,;, � ,�, a %I!,; III 11MI,MXf „1IIIIpm11 " I'I,v� °I�1% ,^ '� I dl wi, ' � dN �v,1 '' 11 ,1. �"I ,,° IIIIIIIIIIVuI fl1,„ . VI ml 1qu M" 1 "',11111 INo 'd ° � , III INM "YIhY 1, ,' n ,IX 11 'V �" °dYliljl, ^I IYl I o,iN" @III w� m, ���i uvn'UI'u,u 0 :'u 11 --at/ d-O-.D mg p aF Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Ell"' Fail Fee Inspection: Pass 11 Fail 11 Fee Inspection - Pass 11 Fail El Fee Inspection Pass 11 Fail 11 Fee Inspection Pass Fail Fee El Inspection Pass 1:1 Fail 1:1 Fee Inspection — Pass 1:1 Fail 11 Fee it of Tybee Island - Community Development Dept. Mi Inspection Report U5100 403 Butler Ave. ® P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472-5032 - Fax 912.786.,9539 CODE COACIL Permit No. �2— Date, Requested owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspection Pass Fail Fee El Inspection Pass 1:1 Fail 1:1 Fee Inspection — Pass 1:1 Fail 11 Fee Inspection Pass 1:1 F'a i 1 1:1 Fee inspection --- Pass 11 Fail 1:1 Fee Inspection Pass 1:1 Fail 1:1 Fee tJ 0 w n e r's Name Date Needed Subcontractor Gen. Contractor Contact Information Project Address Scope of''work Inspector Date of Inspection -7- Inspection Pass Fail El Fee Pass Fail Fee ny Pass Fail Fee Pass Fail r--1 Fee 1:1 Li MEMBER Inspector Date of Inspection Fail 1:1 Fee Inspection Pass gm=M Pass FaL r--' Fee 1:1 Li Pass 1.1 Fail 11 Fee Pass 1-1 Fail 11 Fee Report No client: Project: 14,7[HrIA KLR LABORA 7 OR31 INC P.O. Box 7078 250OTremontload Savannah, Georgia 31418 (91,2) 234-0696 Fax (912) 233-5061 Email: info@whitakeriab.net 07/16/13-151 VB ('01IStrUdiOn Lot 2, White Oak Lane (Synergy Job) Tybee Island, GA FOOTING INSPECTION Date: 07/15/13 Inspected By: David Wood Area(s) Inspected: F.Merior Wall Footings, ((I -6") (See note below) 11311463tj Upon examination, we offler the following observations: Tests with as penetrometer found these footings as now being in a firma and stable condition with an equivalent surfacc bearing of at least 2000 PSF. I lowever, because of rain, the footings need to be cleaned out of any washed-in sediment prior to concrete placement in order to achieve the proper cover around the reinforcement We thank you for the opportunity to be Of service on this project. We appreciate your trust and look forward to a continuing relationship in the future, If You should have any questions, please do not hesitate to contact Our office. Respectfully submitted, WHI TA KE R L A B ORA TOR Y, INC. Joseph F. Whitaker, 11.F", cc: I cc: File Note: This limited site inspection only reflects the condition of the materials at the depth and locatioll tested. This inspection does not construe that the slab, footings or pavement have been properly designed so as to carry the applied load. This report also does not provide an evaluation with respect to paverrient section thickness, 1`61.1ndation selection, bearing quality and potential settlement, 'File above test, results are not to be considered as a substitute for as situ specific geotechnical investigation, A site specific geotechnical investigation with, SPT or (TT data provides information oil underlying deeper soil characteristics where recommendations call be provided to aid in the design process. Failure to conduct as site specific geotechnical investigation may affect the performance of the structure or PaVMellt, 13Y accepting this report, You acknowledge the potential consequences and liability if as site specific geotechnical investigation has not been conducted. If it is your desire to obtain site specific recommendations for' foundation design and pavement construction or if you have questions about the: above statements, you must PrOMptly notify LIS in writing and stop work Until the geotechnical iliVeStrigation JjaS been completed or YOUr (ILLeStiollS have been answered. 'This limited site inspection only reflects the condition of the materials at the depth and location tested'. This inspection does not construe that the slab, footings or pavement have been properly designed so as to carry the applied load. This report aiso does not provide an evaluation with respect to pavement section thickness,, foundation selection, bearing quality and potential settlement. The above test results are not to be considered as a substitute for a site specific geotechnicai investigation A site, specific geotechnical investigation with SPT or CPT data provides information on underlying deeper soil characteristics where recommendations can be provided to aid in the design process. Failure to conduct a site specific geotechnical investigation may affect the performance of the structure Of pavement By accepting this report, you acknowledge the potential consequences and liability if a site specific geotechnical investigation has not been conducted, If it is your desire to obtain site Specific recommendations for foundation design and pavement construction or if you have questions about the above statements, you must promptly notify us in writing and stop work until the geotechnical investigation has been completed or your questions have been answerer!. cc: VB Construction 'i'7P ii ail i xw! WHITAKER LABORATORY, INC. Joseph F. Whitaker,, P.E. T)( Result Report P 1 07/10/2013 10:28 Serial No. CH35228060004 TIC : 410802 TMR: Timer TX, POL: Polline ORGioriVinail SizeSettin @! FHE: Frame Erase Tx, MIXt Mixed Original TX, CA L. Man ual X, CSRC: .SRC, FD: Forward, PC: PC-Fax , AND: Double-S! ed Binding 171rection, SIP, Special on in,ai, FCODE: F-Cod e RTX: Re-TX, RLY: Re la?, BOX: Confidential, BUL:: Bulletin, SIP: SVP Fax. IPADR; IP Ad'�ress Fax, I-FAX: in ernet Fax Result OK: ConmuniCdtion OK, S-OK: Stop COMMUniCdItion, PW-OFF: Power Switch OFF, TEL: RX from TEL, W Other Error, Cont. Continue, No Ans; No Answer, Refuse: Receipt Refused, Busy., Busy, H-Full:Hemory Full, LOVR:Receiving length Over, POVER:Relceiving Page Over, FIL:File Error, DC:Decode Error, MDN:HDN Response Error, OSH.-DSN Response, Error. EC-1 AAJaMZMNar = :4 :m-'a =1 14 mzgel gsg IN jEft INapel" =1 -, �HqDrQE- :1-888-748-6843, Press 1, Fxtk-_rjsjc:)n 328SS c:)r 3285 FPLX: 88-853L-44X3_ I pllannin a"6 zconinu Jt--rris Oryant 912 -472,-5033 TLjrbee Island, GA Y 0 MAEO L Location Address: Release Date: Type • Release: •o, rary Permanent Permit # Electrician: Phone # Owner: Phone # -Jerris, Bryant 4f]Mv#aT1W 4" Permit No. O,wnier's Name pro® Contractor Date Requested Pass Fai I Fee Dianne Otto From: Dianne Otto Sent: Tuesday, June 11, 2013 1:18 PM To: John H. Surnneir Cc: 'Downer Davis' Subject: FW: Live Oak 3rd inspection Attachments: photo.JPG; Re: 2 White Oak Lane. John — See inspection resufts below, The site will be rechecked this Friday afternoon. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax '912.780.9539 From: Downer Davis [mailto:dkc1bus-@gm JIcorn] Sent: Tuesday, June 11, 2013 1:08 PM To: Dianne Otto Subject: Live Oak 3rd inspection The critical parts of the Sd I installation are accepted at this time. I am concerned that full depth bury was properly accon-iplished, but we'll be keeping this one inspected regularly. The attached photo shows a section in the rear (north) that was not buried. Where bury is not possible without probable damage to tree roots, doing an above ground installation is sometimes allowed. That is placing the 2"flalp toward the project and placing " "height of soil over it. Fin fine with the permit being released with the understanding this email is forwarded to the Applicant or his agent as notification of 3 days to Correct. IT reinspect Friday afternoon. Downer 695-7262 DATE ISSUED: 644 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE 131111,I)ING VALUATION SQUARE FOOTAGE OCCUPANCY °I TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CI I' FY 0 FTY 1:3 E E I S LA N D BUILDING PERMIT RXINSPIX"TION 111''d NEW RESIDENTIAL BLDG - SF 2 WHITE OAK LANE MICHAEL JONES 4607 HABERSHAM STREET SAVANNAH G'A 00000 SYNERGY DESIGNER HOMES 413 E. LIBERTY ST SAVANNAH GA 31401 2136 P $7,422.,50 $200,000.00 TOTAL BALANCE DUE: $ 50.00 11 isunderstoodthat ifthispermitisgranted the bu litter will at .all tittles comply with 1hezoiling, subdivision, flood control, building, tjl°e, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes wbeffivr local, state or federal, i'mcludingall unviromnentall Ilms and regulations NN'lien applicable, subsequent owners should be informed that any iheraflons to Ole proper(y moist be approved I)), the issuance ofanolher building perillit. Permit holder agrees to hold the City ofTybee Island harl"Iess on ally cons1ruction cowered by this permit. This permit must be posted in a conspicuous location ill tile front of building and protected from the Mcatilff. If this Pel•Illit is 1104 Posted 1sork NNill be slopped. Tile building contractor will replace curb paving and gutter broken during construction, This permit mill be %0i(jed olfless NNork has begun within six months ol'the (title of issuance. Signature of Building Inspector or Authorized Agent. X), ez �' 14 1 �4'0'4cz V.0. Rin 2749 —W Buder A%emlv, Fbee h1and, ("c'olipja '1028 786.45'73 FAX (91121, 786-9539 Dianne Otto From: Downer Davis [dkdbus@gmail.com] Sent: Friday, June 07, 2013 12:46 PM To: Dianne Otto Cc: John H. Sumn;er; Read Brennan, Subject: Re: 2 White Oak Lane, e Jon cl, 1�04 d, umrlt The Co-Construction Exit has been inodfied to an acceptable state. Previous corninent, "Also, along theftont, on each side ofthe Co, NONE ofthe ScII-Sediment > Ivan trenched in." This hasn't changed. This project will require a 3rd initial BMP inspection. I don't remember this occuring previously. This is pretty basic, On Thu, Jun 6, 2013 at 5:29 PM, Dianne: Otto <13otto(a),city > wrote: HI, Downer. I received a voicemail frorn John Sumner (657-6220) that 2 White Oak I ane is ready for a B MP re- in5pection. Dianne IK. Otto, CFM �IMITamlml Ml IMEMMUNIM From: Downer Davis [rnailto:dkdbus(d)gmail.com] Sent: Thursday, May 09, 2013 12:08 PM To: Read Brennan Cc: John H. Sumner; Dianne Otto; Jervis Bryant Subject: Re: Delivery Status Notification (Faillure) As this was in SPAM and I didn't get notification it went through On Thu, May 9, 2013 at 11:37 AM, Downer Davis <dkdbu,�so in ai I. corn> wrote: Just saw this in my SPAM folder. > City of Tybee Island**** > Planning & Zoning Manager**** > phone 912.472.50314c*** > fax 912,786,9539**** • *From:* Downer Davis [niailto:dkdbLisLi? giiiaii.cojii <dkdbus cu rr , iail.com>] • *Sent:* Thursday, May 021, 2013 10:28 I'M • *T(-):* Dianne Otto • "Subject:* Re: FW: 2 White Oak Lane**** > [image: photo.JPGI**** > As you can see from the above photo the stone is not the size required for > an acceptable Co-Construction Exit.**** > The fact that it is in the location of the proposed driveway and not > beside it as shown on the plans is not an issue with me.**** > However, the stone in place will not function to knock dirt off of tires.* > It may remain, but a top dressing of the proper stone is required."" > Also, along the front, on each side of the Co, NONE of the Sd I -Sedirnent > b arli er was trenched in. * * ** > Witli such obvious defects, I stopped my inspection of the initial B,MP's.** > Downer 695-7262**** > > On Thu, May 2, 2013 at 5:04 PM, Dianne Otto <Dotto Likityoftybee,org> wrote: I Dianne Otto From: Downer Davis [dkdbus@gmaiLcorn] Sent: Friday, June 07, 2013 12:46 PM To: Dianne Otto Cc: John H. Sumner; Read Brennan t e Subject: Re: 2 White Oak Larne. The Co-Construction Exit has been modfied to an acceptable state. to -11 4 0 Previous comment, "All along theftont, on each side ofthe Co, NONE offhe S(II-Sedinilunt > barriel, 1,1'(IS tpel7che(l in." This hasn't changed. This prQject will require a 3rd initial BMP inspection. I don't remember this occuring previously. Till's is pretty basic. On Thu, Jun 6, 2013 at 5:29 PM, Dianne Otto <P(A!oLcicityoft bec.or > wrote: Hi, Downer. I received a voicernail from John Slurriner (657-62200) that 2 White Oak Lane is ready for a BMP re.- inspection, Dianne K. Otto, CFM rr IBM VXA�I � M11" From: Downer Davis [mailIto:dkdbus(@amaiI.com] Sent: Thursday, May 09, 2013 12:08 PM To: Read Brennan Cc: John H. Sumner; Dianne Otto; Jerris Bryant Subject: Re: Delivery Status Notification (Failure) As this was in SPAM and I didn't get notification it went through.... Oil Thu.. May 9, 2013 at 11:37 AM, Downer Davis <dkdbus04-Ymail.conl> wrote: Just saw this in my SPAM folder, (We should all check this as often as inbox. I know better.) http�-//aswce. aswce.Georgia.gov /documents -list This site is where you'll find the field manual, green book and other useful information. I've pasted below the page of the field manual that provides the information you requested. Additionally, there was a portion of the permit application you received from Diane Otto & Jerris Bryant that provided the most concise source of the most common E&S BMP's, Instead of simply giving you the specific answer, I believe providing you the sources and links will be o-f more use to you. My phone number is 912 695-7262, if for some reason I don't respond to your email soon enough to avoid constructioll delays or if you simply have a quick question. Downer Davis 912 695-7262 On Fri, May 3, 2013 at 931 AM, Read Brennan <Lea--dgL ,,s er hol-nes.com> wrote: 39--gy- Downer, This is Read Brennan. This house is our first build at Tybee so if you could help us out it would be appreciated. Do you mind telling us what size rock is required for the entrance? And I am assuming that your last comment is referencing the fact that the silt fence was simply placed on the ground as opposed to being trenched in? Your help is appreciated. Read Brennan • *From:* Dianne Otto [mailto:Dotto 0ccilyoftybee.org] • *Sent:* Friday, May 03, 2013 8-40 AM • *To:*'ih§uniney sumnerre com *Subject:* FW: FW: 2 White Oak Lane**** * John — Below is the report of the first inspection of the BMPs at 2 White * Oak Lane. I cannot see the photograph so I don't know if you will be able * to or not. Please let me know if you have any questions and when the site is ready for reinspection. Thank you,**** Dianne K. Otto, CFM**,** > City of Tybee Island"** > Planning & Zoning Manager"" > phone 912.472.503 1 > fax 912.786.9539 **** > *From:* Downer Davis [mailto:dkdbus(�il,�,iiiail.cojii <dkdbus ii mnail.corn>] > *Sent:* Thursday, May 02., 2013 10:28 PM > *To:* Dianne Otto > *Subject:* Re: FW: 2 White Oak Lane**** > [image: plioto.JPG]**** > As you can see from the above photo the stone is not the size required for > an acceptable Co-ConstrUCtion Exit.**** > The fact that it is in the location of the proposed driveway and not > beside it as shown on the plans is not an issue with me,**** > However, the stone in place will not function to knock dirt off of tires.* > It may remain, but a top dressing of the proper stone is required,**** > Also, along the front, on each side of the Co, NONE of the Sd I -Sediment > barrier was trenched in."I'* > With such obvious defects, I stopped my inspection of the initial BMP's,** > Downer 695-7262**** > On Thu, May 2, 2013 at 5:04 PM, Dianne Otto <Dotto (i),city(Lti ybeec)rg> wrote: SEMEM From: Downer Davis [dkdbus@gmail.com] Sent: Thursday, May 09, 2013 12:08 PM To: Read Brennan Cc: John H. Sumner; Dianne Otto; Jlerris Bryant Subject- Re: Delivery Status Notification (Failure) As this was in SIAM and I didn't get notification it went through 3 ,,5 13 1 Q, 4,4- V M Cos to .2 26) Z3 p ry% On Thu, May 9, 2013 at 11:37 AM, Downer Davis wrote: b,e- C (1, 0- Just saw this in my SIAM folder. C�' (-�5pe-C4- We should all cheek this as often as the inbox. I know better.) . ..... . ... -- (�D qe S, "I littl)://�aswec.I!eor.i,y'ia.L,ov/docuiiieiits-list C& CA, This site is where You'll find the field manual, green book and other useful information, eg, e: I've pasted below the page of the field manual that provides the information you requested. '-bb� zjf-) k 11i I Additionally, there was a portion of the peri-nit application you received from Diane Otto & Jervis Bryant that provided the most concise source of the most common E&S BMP"s. Instead of simply giving you the specific answer, I believe providing you the sources and links will be of more use to yo U. My phone number is 912 695-7262, if for some reason I don't respond to your email soon enough to avoid construction delays or if you simply have a quick question, Downer Davis 912 695-7262 On Fri, May 3, 2013 at 9:31 AM, Read Brennan <read-@�svner Yyhomes.com> wrote: Downer, This is Read Brennan. This house is our first build at Tybee so if you could help us out it would be appreciated. Do you mind telling us what size rock is required for the entrance's � And I am assuming that your last comment is referencing the fact that the silt fence was simply placed on the ground as opposed to being trenched in? Your help is appreciated. Read Brennan • *From:* Dianne Otto [mailto:Dotto Lt�cityoftybee.or ] • *Sent:* Friday, May 03, 2013 8:40 AM • *To:* 'i h suni n c rc_q:su 11.111 C-1--re gy. co In I • "Subject:* FW: FEU: 2 White Oak Lane**** > John — Below is the report of the first inspection of the BMPs at 2 White > Oak Lane. I cannot see the photograph so I don't know if you will be able > to or not. Please let me know if you have any questions and when the site > is ready for reinsp,ection. Thank you. > Dianne K. Otto, CFM**** > City of Tybee Island**** > Planning & Zoning Manager**** > phone 912.472.5031 * * ** > fax 912.786.9539**** > *From:* Downer Davis [ma1'lto:dkdbus(a)2mail.com <dkdbusfq) riai]n>] > *Sent:* Thursday, May 02, 2013 10:28 PM > *To.-* Dianne Otto > *Subject:* Re: FW: 2 White Oak Lane**** > [image: photo.JPG]**** > As you can see from the above photo the stone is not the size required for > an acceptable Co-Construction Exit.**** • The fact that it is in the location of the proposed driveway and not • beside it as shown on the plans is not an issue with me,**** > However, the stone in place will not function to knock dirt off of tires,* > It may remain, but a top dressing of the proper stone is required."" • Also, along the front, on each side of the Co, NONE of the Sdl -Sediment • barrier was trenched in.**** > With such obvious defects, I stopped my inspection of the initial BMP's.** > Downer 695-7262**** N Dianne Otto mowm� From: Dianne Otto Sent: Friday, May 03, 2013 8:40 AM To: 'jhsumner@sumnerreg.com' Subject: FW: FW: 2 White Oak Lane John — Below is the report of the first inspection of the BIVIPS at 2 White Oak Lane, 1: cannot see the ph0tograph so I don't know if you will be able to or not. Please let me know if you have any questions and when the site is ready for reinspection. Thank you. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912,472.5031 fax 912.786,,9539 From: Downer Davis [nLai &o.dkdhqa@gmaCiLcom] Sent: Thursday, May 02, 2013 10:28 • To: Dianne Otto Sub Re: FW: 2 White Oak Lane H As you can see front the above photo the stone is not the size required for an acceptable Co-Construction Exit. The fact that it is in the location of the proposed driveway and not beside it as shown on the plans is not an issue with ule. However, the stone in place will not function to knock dirt off of tires. It may remain, but a top dressing of the proper stone is required. Also, along the front, on each side of the Co, NONE of the Sd I -Sediment barrier was trenched in. With such obvious defects, I stopped my inspection of the initial BMP"s. Downer 695-7262 Oil Thu, May 2, 201 3 ) at 5:04 PM, Dianne Otto wrote: Downer — I rcceivcd a request this afternoon for a BMP inspection at 2 White Oak Lane from John (phone 65,7-6220) of Synergy Designcr Homes. Please let me kno", the results of your inspection. Thank you, Dianne K. Otto, C'FM DATE ISSIJED- 04-16-2013 WORK DESCRIPTION WORK LOCATION OWNER NAME AT CITY, ST, ZIP PHONE NUMBER CONTRACTORNAME BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION l'IF 11 CITY0F,rYBEE ISLAND MICHAEL JONES 4607 IIABERSHAIM STREET. SAVANNAH GA [10000 S17 NERGYDESIGNEIR HOMES 413 E. LIBERTY ST SAVANNAH GA 31401 2136 1, $7,372.50 PIN #4-0019-04-012 TOTAL BALANCE DUE: $7,372,50 It is understood that if this permit is granled the huilder wilt at ;tll fillies Col"PlY Mill, the ruing, subdi•isioii, flood Control, buildh1g, t wre, Soil and sedimentation, wethpids, marshlands prulection and shore protectioll ordillances and codes w helper locaf, state or Fecteral, ifichoding all environmeMil hms and regulations when applicable, subsequent owners should be informed that any all to the pl,opct,t4 ,,List be appro%ed by' the issmance ol'anollici- Imilding, permit, Permit holder agrees to hold Ilse City of FN bee Island harniless, on 1111Y Construction covered by this liermit• This pernlil must he posted in as Conspictlolls location in the 1,1,0111 of buildiog alld protected from the wealflem-. It this pernilit is 1104 poslcd wNork iN ill be titoppcd- The building contractor ii ill replace curb paving and guttcq- broken during const"llclion. This permil Will be Voided unless Will* ]]as begun within six months oi'l lve dale of issumice. Signatur-e of Building hispectoi or Authorized Agent: 1'. (). Box ?7 1) -:1113 Butler r% k.JJJQJC. "1'' %ri)ee island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 1v NvI8.cit.) ofn bet'.org -2 CAI CITY 01"I"YBEE ISLAND APPLICWTION FOR N EV CONSTRUCTION BUII,DING PEIMIT 2 MAAM P,, ground clevanow &,Ijeanej Q50 plcm do °pos il I mat c n: NAME ADDRESS .. . . . ... . .......... . - ------- Owner ........ . . Building TELEPHONE ........... ..... . ... 10101 1105vow"I Y A �� .;? . 4 "; . Contractor 1 C Other Detail,s ofprqjcci.� jj"�, .. . ...... ........ . Q4 Re e 1"ainfly El roplex E] Mtthi-Fanifly El Conuncrcia:l WNW COM (W Consimc6mv S "21 )� 4 Gonstruction T,Ype !"nler upprolvictle flumbel) (. l) Wood ['ranic (4) Masonry (6) Other (please qxciij) (2;) Wood & Masonq (5) Steel c Nlasam-y (3) Brick'Vencer Proposcd usc� flemarN ATTACH A ('01-1Y' OF' THE CEIMFIED EUVATION SURVEY OFLO"J'aricl cojjjpRkqc, aJlc tbHowirig infunnWimi bued on the construcdon drawings and she ydaw # Wits N Bedmoms # Baffiroonis Ji,,i,,g Sp,,,nnnr(i(r)rrinllln-..—lil�..Ift.) il Off-strec� paricing spaces Trues located & Hsted ()n Access: Diveway (M) Whh cu WwT? INAh swde'? Sctbacksa Front Rear, 4 stolics jj,,,-- an 1l Vertical Awnce incamned Kni the avemge afacenqy (I ,r de of the building to dic extreme I iigh point ofthe buildinp;, eXCILI",iVC of'chinineys, heating, units, ventilation ducts, air conditioning units, clevators, and Sin" ik.11- 1j)j)UI'IEII1ccI, DL.1611L?, C 01 SU'LIC6011: On-sitc, restroom facilities will be pi,ovided through On-sile Waste alld debris conu.'�incr� wit] be provided by - - - ------ Constfuction debris will be disposed by 101`.141A. Li, k by n:) Ca lis cif` 1 understand t1l'M I AIMSt COMPly with zoning, Hood danDr"ge CSC ontrol buildhq, firc sho're q(..�iqns ,1nd wetlands ordiiianees FEMA reji�,tLhalions and all applicable c,,odes and regulations, I understand Ilia[ the lot must be staked out and that the stakes wxiii be Hispecled io ensurc; that the setback roqUirellICIAS arC 111C. I understand also, that a Certified Plot plan showing elevation niust be attachect io this application and that an as-lwilt clevation certification is slue as soon as the luibitable floor . .... .. . .... is cstablished. Drainage: I realize that I must CIISLArc dic adequacy of drilinage of this Property So that . .. ........ ..... -10 way adversely affected, I accept resp()�Ijibilily for any corrective actic)rl '�Jlrroullding Property is in I that nlay be necessary to n.,siore drainage Impaired by this pen-n-litt "/ p"d ODSAI'LICtion, Date: . .. . . ....... .. . Signature of Applic,an'r NN 'S1_Etitc 7,6;,tt fltl itttwrara ------------------------------ -------------------------------------------------- ------------ TheJ0110wing is to be completed b Cit y personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works., Describe any unusual finding(s) Access to building site Distance to water main tap site Distance, to sewer stub site Water meter size Storm drainage NFIP Flood Zone Existing FEES Permit 3_ Inspections -LLI (a4li Water Tap 3 1.j Sewer Stub 4 6 0 Aid to Const. 2l 3 �> CC Recovery 2.0400 TOTAL W41QUIRED FOR: Building Perrnits Relocation Permits �ign lac linits Demolition Permits Land Clearing, Disairbance or Excavation Permits Tree Removal Pen-nits Relocation Permits Special Review ]Parr -vits Site Plan Approval Subdivision of' Land Sketch Plan Approval Prefirninary Plan Approval Final Plat Approva] Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirernents for the above pe•ytits and approvals, applicants rriust demonstrate that they are in coml-,)Iiance with the City of Tybee lslar).d Stonn Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 54-9 Prohibition provides, in pail, as follows'. (4.) It is unlawful for kuly person to cause or permit any storm water to flow from their proper y onto the property of another person, unless such stonn water naturally flowed thereon prior to any development activity. (5 It is unlawful for any person to interrupt the flow of any strati water runoll from ad.jacent propeny onto their property by any clevelopment activity. As part of the City s approval process applicants must illustrate how these storm water nianagement prohibitions will be inet, including a sliowing of how storni water, naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this fiorm. The City's approval or perniii does not guarantee that the applicant's plans will result in meeting requirements. "Hie final product must actually nicet the City Ordinance requirements. Applicant narne: Pr(�ject LD.: . ...... . Attachments approved by: Date: June 30, 201 t1 Ile n0lowhg dehdwwks W rmdied an unacceptable level on fhe prqgWs hi A Cly of Tyke Islmd, WhHe the denciencies are not necnsariy the fault of the Owner or his agent, flicy arc flicir responsibilities, The two arcas (A'deficiencies are in the two nimt bame and conunon BN4Ps an loml prQeds. 1hey are: Co — Unstmution Exit SdI -- socliment Barrier C'orrect inslahafion inInnadon can be Wund not cmo, in the Wmen Book- but W the field Adanualj& L)V'Sie)!) WId &MUMCII/ C01drol in Georgiu, Fourth Edition 2002, 4310 Lexington Road, PA). Box 8024, Athens, 6A 3➢601 WpWme 'M15423065, wnwmAwmmcmq, Wmgh Soil mid Water CAmervadoll Conirrlissiorr; cc.olg/docs fidd Problem, with the W is not Hmited to the houUmbr; bw to deer rimterial. SpecHkaLly, the Q she penonnel Wie the -eqUeStC(L 1 CXPC'r'Cneed 071 Iny OW11 PrqjCct,,,; are telling me 0u., Mono dcHvmvd is dw I An3l y i! SUPpliCTS not adhc•ing io the spec's dwy am gkmn whh Te ortle, ATHe I mpot ON sbWmL I wHhw ImMey be accepting any devi".16orl fron'. the SMIc The stone wiH be a represvi 'tat' C)t n oi' 1,57-3.5- storie, or hrrger. Gradations that are obvkwsly smalK will no kmgu be u)lerated. The smaller sione allows for as sinoother sWace AT snidler Wds, thereby reducing the funcuoi) of'the cororuction exit. Sinidarly, I am findhg Type A sathnou b•ilas inMaHed vdwrc Tjpc C is mquhvd and shown on the pen nit cKwhys. I have anoriped W wwt whh the (hmms tWough Wumed inspections, additional bare l(up BN4111s, etc, This has evidenHy hoc cane common knowledge based on be installation I anj t'ja(filrly. "Vljere 1 w 0 me cMkd Wr they will be insWed wil a separati(im tbnl allows for the first one to fail (fiall over) o, itl'rerrat. impacting the second one. The complete assembo and Ktalhitimi nm he compliant; sw.cl or wood hems, post sp"'Icing.,Type C Or A, Thwv has been no AsOmrge into Mat waW•s dtic to pare dotm occasionW deRciencies. Howmeq they A•me(I Apowy has created exposurc. to: 1) Setnwntdichu get iMomulywaWooftcSmw, 2) hrereased inalwance Wbus by the DPAI on downs•emn Items, 3) Due to H2, higher cost to Bland taxpayers, t will be adhe-ring strictly to the inanual on all BTAPs and not just the ,,,se mwo DOIAMCr DUVB City island C�'onsulling L"'In."incer Sig, CITY OF 'TY B EE ISLAND HUILDIN(3 & ZONING D EPA RIM 1INT ?() BOX 2749 TY111"U" ISLAND, CIA 31328 PHONU(912) 786 4573 FAX (912) 786-95139 Fl."MA Cc,,rtificatio'n of Elevat i . on is required lbs, structi,ires iii a FloIod Zone. Location ofworh-.: Owner's, Name: c", .. . .... .... .. ... . ...... .. .... .. .. Addrew Contractor" s N am c: This notice is tc) C4.e)nfillll OUT' Understanding thatall equip-ment s-ulch a.s air water heaters, furnaces, elcclrical OLAICtS, mcAcy's, ctc,,,arc not perrnittled below the required fillislied floor clevation. By accepting the building pernift, I (owner/cotitractor) agrec; lo wnstrucilplace the equipment Above or up to, the required firrishec floor elevation, whicb is stated below, All Acknowledlyed and agreed to this day of .210 C KorntractorSignature ml Owner / (',,oritractor hintcd Namic CITY CAE TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: C.) k4k id"-- L Owner's Name: LIQ�� C-1 -r 4 , - , -- Address: 1-1 V 020� '5 6.i . .. . ........ . ..... Contractor's Name: J .. . . ........... This letter is to confirm the understanding of'the owner/ contractor to the compliance requirement of the Georgia State Minimurn Construction Codes, "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of' temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner / contractor is hereby field responsible for any violations to this policy. A violation ofthis policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It will be granted for a ma�imuxn of six months and may be revoked as circumstances dictate. Samw �%0219 Owner's Printed Narne Nx Cn s Signature otra o t�o'ntr-a-c"ct-o-r-1 s - - ---- ---Printed Name Date . ........ . . . Date STATE ENERGY CODE AFFIDAVIT Location of Work: 14' V- 4 A-,,U,� Owner�slqame: Address: 14tp6`1 (A. A-V tQ-4 6, A Contractor's Name: "J cr, L�X' This letter is to confirm the understanding of the owner / contractor to the complianec reqUireinent of the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments, I hereby declare that the design aud constniction of theabove ref breneed prqject is in compliance wifli the (-]eorgia State Energy Cade for Buildingps, 2009 Edition, with Georgia Amendments, A Georgia Energy Code Compliance Certificate wM be required at project co letion, It is understood anti agreed by the undersigned owner of agent and contractor (if applicable) that the approval of the perinit does not constitutc as privilege -to violate tile Code and fhat any onussion of or misreprf,zentation offact with or without intention of the permit issuui which was based on The approval oft is application, Die owner as listed bove will be held responsible for inswizig that all permits have been obtained and that all required inspections have been made.'Ilic owner will be lield legally hable for any violations war hicli may occur with or without bis knowledge. Tbe owner sir all'fie allowed to ruluest as Certificate of Occupancy whe.n all inspections'have been approved. Owner's $ninature V, Owner's Printed Name 's Signattav V, Contractor's Printed Narne CITY OF TYBEE ISLAND (110MMUNITY DEVEI-,OPMI�'N'I'DEPART,�,I.ENT P,O, 1 ox 2749 -403 )"Jud•r Ave., T'ybee Island, GA 31328 Phone (912)786-4573 - Fa x (91 2) 786-9539 Water'Fap and Sewer Stub Application Location of work (struct address) Contractor C 4D ",11 f~ Address ofcontractor v S �q- L! LL .T-11 . .. . ..... Contact name & telephone nurOxr of contractar " Zla 7 i�, Nairi✓ of property, owner Mailing address of'property Owner A, 2 Detadsof project t om Residential —ornmercial Enter the required munber of water tapshucters and the nuniber of sewer stuim- WATER TAIINEFER. SEWER, STU11 Number Meter Number stair apt rm Size --- of 51 3/4" 4" 6'T 2" Unauthorized use of water prior to inustallation of a wattr meter is prent dbited, Installation of meters and fines shall be the responsibility of the owner/contraclar, Contact the Water/Sewer Department at, (912) 786 4573, extension 122, for fine and tie-in locations and t" j° inspections. Contact the Community Development Department at (91 2) 7864573, "tension 136, to arrange pick tip of a meter. It is the responsibiPty of the awner to estubfisig awater/se%er account with the City. An application and deposit are requirid. Contact (912) 780-4573, extension 110. & bwner' siglfq�� W--/ Date' IM11ple N Colllractdr priated neune Subcontractor List - &AAJ Z: Street address of project: .,. Provide the company name, business type, address, contact person, and phone numbers of aH subcontractors. The City of Tybee Island requires annual Contractor Registration for all contractors, 10 Company Business type _C&)i, Address Contact person 2. Company Cell number Office number LAA Business type Address Lu-0 2 � b 2. L Cell number Contact person 044";a"-LL-, ±1-1 Office number ,19 �p ? 3. Company Business type Address 2 - Cell number ? Contact personL_LL( Office number CLLZ Y7 ,X" C. e LY —1.. O� A� Business type 4, Company Address "Cell number I z Contact person Office number 5. Company Business type, 4 L Address Vj_� ° Cell number v 14LJ um__LL Contact person Office number -� Z, 6. Company qov"4(�Y - LeleYN�n Business type Aa� Address 1 2, Cell number Contact person Office number Attach additional sheets if needed. 7 Subcontractor List Street address of project- .... . . .... 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. Business type 1. Company Address Cell number Contact person Office number . C 0 (-X S� Business type 2y Address a �L. 2 k Contact person 3, Company Address Contact person Cell number Office number '( I Business type ("...LL Cell number Office number 2., -:5 � ev! ') ^j II k"LLS1 LLj�2�-. 4. Company Business type 11 ,r " , ", �j —sc Address 11,11 1 � _J�� Contact person — ----- Address Contact person MIMM= Address Contact person Cell number L-( 2V,- Ceiling 1: Flat Ceiling or Scissor Truss 1232 0.0 21.5 53 Wall 1: Wood Frame, 16" o.c. 234 15.0 D'O 13 Orientation: Front Door 1: Glass 31 0.350 11 SHGC: 027 Orientation: Front Door 2: Glass 31 0.350 11 SHGC: 0.27 Orientation: Front Wall 2: Wood Frame, 16" o.c. 351 15.0 0.0 19 Orientation:, Left Side Window 1: Vinyl Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.27 Orientation: Left Side Window 2: Vinyl Frame: Double Pane with Low -F. 16 0.350 6 SHGC: 0.27 Orientation: Left Side Window 3! Vinyl Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.27 Orientation! Left Side Door 3: Glass 31 0.350 11 SHGC! 0.27 Orientation: Left Side Door 4: Glass 31 0.350 11 SHGC: 0.27 Orientation: Left Side Wall 3: Wood Frame, 16" o.c. 249 15.0 0.0 17 Orientation: Back Window 4: Vinyl Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.27 Orientation: Back Window 5: Vinyl Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.27 Orientation: Back Wall 4. Wood Frame, 16" o.c. 306 15.0 0.0 21 Orientation: Right Side Window 6: Vinyl Frame:Double Pane with Low-E 12 0.350 4 Project Title: The Jones Residence Report date: 09/28/12 Data filenairne: FAA ynergy\Syg-Jones.rck Page 1 of 6 SHGC: 0.27 Orientation: Right Side Window 7: Vinyl Frame:Double Pane with Low-E 12 0.350 4 SHGC: 027 Orientation: Right Side Window 8: Vinyl Frame:Double Pane with Low-E 6 0.350 2 SHGC: 0.27 Orientation: Right Side Wall 5: Wood Frame, 16" o.c. 264 15.0 0.0 18 Orientation: Front Window 9: Vinyl Frame:Double Pane Mth Low-E 15 0.350 5 SHGC: 0.27 Orientation: Front Window 10; Vinyl Frame:Double Pane with Low-E 15 0.350 5 SHGC: 0.27 Orientation: Front Wall & Wood Frame, 16" o.c. 320 15.0 0.0 22 Orientation: Left Side Window 11: Vinyl Frame:Double Pane with Low-E 15 0350 5 SHGC: 0.27 Orientafion: Left Side Window 12: Vinyl Frame:Doubte Pane with Low-E 15 0.350 5 SHGC: 0.27 Orientation: Left Side Wall 7: Wood Frame, 16" o.c. 264 15.0 0.0 18 Orientation: Back Window 13: Vinyl Frame:Double Pane with Low-E 6 0.350 2 SHGC: 0.27 Orientation: Back Window 14: Vinyl Frame:Double Pane with Low-E 15 0.350 5 SHGC: 0.27 Orientation: Back Window 15: Vinyl Frame:Double Paine with Low-E 15 0.350 5 SHGC: 0.27 Orientation: Back Wall 8: Wood Frame, 16" o.c. 320 15.0 0.0 23 Orientation: Right Side Window 16: Vinyl Frame:Double Pane with Low-E 12 0.350 4 SHGC: 0.27 Orientation: Right Side Window 17; Vinyl Frame:Double Pane with Low-E 6 0.350 2 SHGC: 027 Orientation: Right Side Floor 1: Ali -Wood Joist/Truss:Over Unconditioned Space 904 0.0 0.0 225 Heat Pump 1: Air Source 7.7 FISPF, 14 SEER Compliance Statement: The proposed building design described ( here is consistent with the buillding plans, specifications, and other calculations submitted with the permit application. The proposed buitding has been designed to meet the 2009 IIEGC requirements in REScheck Version 4.4.1 and to comply with the mandatory requi' rements listed in the RIEScheck Inspection Checklist. Name - Title Sigh'ptiure 4De Project Title: The Jones Residence Report date: 09/28/12 Data filename: F:\Synergy\Syg-Jones.rck Page, 2 of 6 Ceilings: D Ceiling 1: Flat Ceiling or Scissor Truss, R-21.5 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1: Wood Frame, 16" oz,, R -15.0 cavity insulation Comments: ❑ Wall 2: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: LJ Wall 3: Wood Frame, 16" o.c., R -15.0 cavity insulation Comments: LJ Wall 4: Wood Frame, 16" o.c., R -15.0 cavity insulation Comments: ❑ Wall 5: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: ❑ Wall & Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: ❑ Wall 7: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: r' ❑ Wall 8: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: L Windows: LJ Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes — Frame Type Thermal Break? — Yes — No Comments: ❑ Window 2: Vinyl Frame:Double Pane with Low-E, 1-1-factor. 0.350 For windows without labeled U-factors, describe features: #Panes — Frame Type Thermal Break? — Yes — No Comments: ❑ Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes — Frame Type Thermal Break? — Yes — No Comments: ❑ Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0,350 For windows without labelled U-factors, describe features: #Panes — Frame Type Thermal Break? Yes — No Comments! ❑ Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes — Frame Type Thermal Break? — Yes ®- No Comments: Project Title: The Jones Residence Report date: 09128/12 Data filename: F:\Synergy\Syg-Jones.rck Page 3 of 6 Q' W i n d o w 6 : V i n y l F r a m e : D o u b l e P a i i t h L o w - E , 1 - 1 " f a c t o r : 0 , 3 5 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s � F r a m e T y p e - - T h e r m a l B r e a k ? Y e s N o C o m m e n t s : Q' W i n d o w 7 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r ! 0 . 3 5 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e - - T h e r m a l B r e a k ? Y e s N o C o m m e n t s : Q' W i n d o w 8 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 5 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s : . - Q'I W i n d o w 9 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 5 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s : Q' W i n d o w 1 0 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 5 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s : D W i n d o w 1 1 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 5 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s : Q' W i n d o w 1 2 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 5 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s : L J W i n d o w 1 3 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 5 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s - - F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s : L J W i n d o w 1 4 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 5 0 F o r w i n d o w s w i t h o u t l a b e l e d 1 - 1 - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e - - - T h e r m a l B r e a k ? Y e s N o C o m m e n t s : Q' W i n d o w 1 5 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 5 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s ! Q' W i n d o w 1 6 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 5 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s : Q' W i n d o w 1 7 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 , 3 5 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s : D o o r s : Q'1 D o o r 1 : G l a s s , U - f a c t o r : 0 , 3 5 0 P r o j e c t T i t l e : T h e J o n e s R e s i d e n c e R e p o r t d a t e : 0 9 / 2 8 / 1 2 D a t a f i l e n a m e : F : \ S y n e r g y \ S y g - J o n e s . r c k P a g e 4 o f 6 UL 164 B and are labeled actor g to the duct construction. Metal duct connections with .,,uipmentandlor fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 112 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Li All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing. Lj Additional requirements for equipment sizing are included by an inspection for compliance with the IlInternational Residential Code. Ej For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 lECC Commerclal Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating Pump when the system is not in use. Heating and Cooling Piping Insulation: Ej HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulOted to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present, Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a ininimum insulation vague of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site - recovered energy or solar energy source. Other Requirements'. Li Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is failing, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement's"). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: The Jones Residence Report date: 09/28/12 Data filename: F:\Synergy\Syg-Jones.rck Page 6 of 6 Wall 15,00 Floor I Foundation 0.,00 Ductwork (unconditioned spaces): MIMM-MENYMOMMOMM-MCM Window 0,35 0.27 0.35 0.27 Air Source Heat pump 7.7 HISPF, 14 SEER Water Heater: Name: Date; Comments: PURCHASr DRDER PO Number: Am rwAm recast W"w on A reWed correspondence, shipping papers and invoices 13-23.984 Date: Requisition #: shy tea: 0 2 /1 2 / 2 0 1 3 DAVI S ENGINEERING, INC C I T Y H A L 1, P 0 BOX 1663 403 BUTLER AVENUE F.O.B. Point - Tybe6 ltlbrid,EGAI S L A N D G A 3 1 3 2 8 T Yflitftft - NK30 daVS, G A 3 1 3 2 UNME UMTS DESOM PRICE AMOUNT 0 .00 Eng - 2 White Oak Lane 100-1220-52-1203 0.00 Dav3s Enqineerinq, inc - Inv. 421203401 dated 01/08/2013 for 2 White Oak Lane - $262.50 Special instructions: I agree to prcivide the itemshe"Wes listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Purchase Order. void af t er 90 day SuppYier Arknowtedgement Date Authorized by For the City of Tybee 8s,land ME 262 . 50 262, 50 Diane Otto City of Tybee Island P.0, Box 2749 Tybee Island, GA 31328 Phone (9 12) 786-4573 Fax: (912) 786-9539 RE: 2 White Oak Lane 12-11-12 n;c; 12-20-12 1 hour 12-27-12 0.5 hour 01-07-13 n. c. Preconsultation over phone (w/Otto) w/Engineer Site visit and plan review Plan review (sent by email) Final review and concurrence 1.50 hours @ $175 = $262.50 �jY DAVIS ENGINBERING,|NIC�. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912)OQ5-7262 dkdbus@gmoiLcomt January 7.2O13 Diane Otto City pfTybeeUn]and P.{J. Box 2749 Tybee Island, GA31328 Phone (Q12)788-4573 Fez (Al2)78S-053A RE 2 White Oak Lane Dear Ms. Otto: | have reviewed the revised plans for the above referenced site. My review io limited todrainage issues and land disturbing activities. VVe have not attempted 1u duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning o/ subdivision regulation issues. Based on the above condition, within the scope ofmy design review, 10 the best of my belief, meets itio my opinion that this drainage plan m�� the requirements of the Land Development - e of the City ofTybemIsland. Any recommendations do not relieve the project of the requirement tu obtain any other required permitm, epPmva|a. etc... by any other governmental body orauthority having jurisdiction over any portion of this project. jpTr Mark Crapps, R.L.A. Landscape Architect/Vice President: Kern-Colernan & Co, 1, LC 7 Mall Court (31.406) P.O. Box 1.51.79 Sa�/annah, GA 31416 Phone: 912--354-8400 Fax:! 91.2-356-1865 Ernail Address: mcrapps@kerncolemain.com From: Downer Davis [mailto L :dkdbua@gMaii.com] _ Sent: Thursday, December 27, 2012 9:01 AM To: Mark Crapps Cc: Dianne Otto (dotty ertyoltybeeorg) Subject: Re: 2 White Oak Lane The following items need to be addressed: V6 -0 , (�' l ( �x' k-at' e, 1) The swale calculations show a V bottom in the swale but the detail shows a "V" bottom., While the current calculations are acceptable, the calculations must match the design. 2) Much of your slopes in the rear and east side near the NE comer are steeper than 2:1. Please address how these will be stabilized. It's been iny experience that simply mulching and seeding leads to additional slope repairs, inspections, etc... resulting in higher costs than other rnethods, such as sodding, 3) While I know the Co- Construction Exit will not be placed over the existing private drive brick paverrient, please revise this. Downer On Thu, Dec 20, 2012 at 2:31 PM, Mark Crapps <iiici-al)l-)s((i)kei-iicoleiiian.coiii> wrote: Enclosed are the revised plans and response letter, Mark Crapps, R.L.A. Landscape Architect/Vice President December 20, 2012 Diane Otto City of Tybee Island P.C.Q. Box 2749 Tybee Island, �Ga. 31328 Mike Jones Residence Address: 2 Wbite Oak Lane KC File # 120559 Dear Mrs. Otto, jr,- - r f Two Fl J"tz V LI, Enclosed are copies of the revised plans. The attached plans have been revised per Con) merits fi-orm Mr, Downe.r Davis: 1. The reviewer has since advised that the purpose of' the column closest to the southivest corner ql'the lot sul)ports deck, rou„f, elf.,,. At the oriveivay, beneath is 710t required to be permeable. This has been changed, 2. 770,00 1"T; elevation shown on the vi,est side is the only swale im,,ert eleiation that I couldfine. The proposednear4y 10 contotir lines ... -A liive revised (lie contOUrs as needed. 3. The drainage ca1culations submitted are awcejwd. Additionally, sit, ale design dorruniewation is require that shows ivater will not be shed onto the lot to the north or east other than centered and on the side lot line of 4 Wh1le OukLane and within the area that was designated to be a drainage easement along the rear of 4 While Oak Lane. Also, design evaluation qf' conveYance in the private lane is, required. Enclosed is the .wale capacity design to indicate drainage around the rear of the facility. 4. 1 had difjiculq in detennining the actual size (?/' the wid inaterial shown at Ir1mve.com- Pleose clar�/,y. No, 8 aggregate is to be used in the void openings, 5. A Co-construction exit is required. I have added a Co to the plan. 6. Based on the conlours, Sd1 - Sediment Barrier is required along the ' front at least fi-oin the drive��,ay to the east side andfroin the NEc-orner back 1/3", +/- 10VA"ords, Cauq)bell Ave. I have added silt fence to the front and the rear of the property. Cofr)rhue, p1t letter rdoc P 7 M a I ' ou r I ( 3 1 4 0 6 ) P , B t ) x 1 5 1 7 9 - S a v di i j ii a Ji , G c o r g i a 3 1 4 1 6 Ph oii c : (9 12) :'54- 84911 F a x: 9 1 2! ) 3 5 6 - 1 8 6 5 in s a i l : i n f r) (t k j' 1. 11 c Ij I c in to ii . c I) m - V1 e 1) : wee w w, k c r n c o I c m a n. c o III Channel Report Hydraflow Express by Intefisolve <Name> ME= Botom Width (ft) = 1.00 Side Slopes (z:1) = Total Depth (ft) = 1.00 invert Elev (ft) = 8. OO Slope (%) = O.30 N-Value = 0,400 Elev (ft) Section 10,00 — aA M"I OM 5M wo �_ �! I I_ I� I C I ........ . . . 8 10 12 14 Reach (ft) 16 Depth (ft) MO 1.50 am j 1 RM -0.50 Thursday, Dec 20 2012 Highlighted Depth (ft) = 1 �00 Q (cfs) = 0.805 Area (sqft) = &00 Velocity (ft/s) = 0.13 Wetted Perim, (ft) = 11.201 Crit Depth, Yc (ft) = 0,01 Top Width (ft) = 11.00 EGL (ft) = 1.00 Elev (ft) Section 10,00 — aA M"I OM 5M wo �_ �! I I_ I� I C I ........ . . . 8 10 12 14 Reach (ft) 16 Depth (ft) MO 1.50 am j 1 RM -0.50 DAVIS ENGINEERING, INC. PD Box 1863 Tybeo Island, Georgia 31328 Te|.(g12)605-7202 dkdbuo@gmmiioomt December 18.2O12 Diane Otto City ofTybeeIsland P.O. Box 274S Tybee IsIand, GA 31328 Phone (912) 786-4573 Fax: (912) 786-95.39 RE: 2 White Oak Lane Jones Residence NMI aml INT� | have reviewed the drainage plan for the referenced site. My review is limited todrainage issues and land disturbing activities, VVe have not attempted to, duplicate the work of the Planning Commission or City staff with regard to ueUbuuka, density or other zoning or subdivision regulation issues, ldo agree with the designer that: 1) This subdivision was not constructed in accordance with approved plans. | never signed off om the subdivision, this lot ioin. There im much correspondence in the files that indicate this. 2) The proposed drainage plan is a practical design based on existing conditions. With that, |offer the following review comments" 1) The reviewer has since advised that the purpose of the column closest to the southwest corner oV the lot supports deck, roof, etr... A1 the driveway beneath imnot required 0abe permeable, heia changing that . 2) T10.80 FG elevation shown on the west side is the on|yswa|o invert elevation | could find. The proposed nearby 10 contour lines (south and east of it) should recognize this elevation. There are no other invert elevations shown and the proposed contours do not recognize a swaUain the direction of the flow arrows. While the existing topo does show the depression a1 the northeast corner, it does not reflect the mwa|e behind 4 White Oak Lane tn the east. 3) The drainage calculations submitted are accepted. Additionally, mmmLu design dmcumentation is required that shows water will not be shed onto the lot to the north or east other than centered and on the side lot line of 4 White Oak Lane and within the area that was designated twbea drainage easement along the rear of4 White Oak Lane, Also, design evaluation uf conveyance in the private lane ierequired. 4) 1 had difficulty in determining the actual size of the void material shown at Please clarify. 5) ACo-ConsLruotion Exit imrequired. 6) Based on the contours, Sdl -Sediment Barrier is required Mong the front at least from the driveway to the east side and from the N[ corner back 1/3'u+/' toward S, Campbell Ave. The Engineer is aware of alil but comment #4 from a phone conversation we had yesterday and he advised that hie was already addressing the other comments. Once the above comments are properly addn*umod. within the scope ofmydesign review, to the best ofmy knowledge and be|iaf, it is my opinion that this drainage plan wiU meet the requirements m[ the Land DeveCopment Code of the City of Tybee|siand. 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 moif you have any questions on this matter. Sincerely, Downer K. Davis, JcPZ President 2120340B December 17, 2012 Ms, Dianne Otto, CFM City of Tybee Island P.O. Box 2749 Tybee Island, Georgia 31328 Re: Jones Residence 2 White Oak Lane Tybee Island, Georgia Kern-Coleman & Co., LLC Project No.: 120559 Ms. Otto, .. .... ...... Please find enclosed five sets of construction plans and drainage calculations for the above referenced project. This property is part of an 8 lot subdivision developed in 2004. It appears the subdivision was not constructed in coijiunction with the approved engineering drawings. There is no roadside drainage or rear lot drainage even though the property naturally drains toward the marsh to the south east. We have designed the development of this lot based on the fact we will have natural drainage from the site. We feel under the circumstances of this subdivision, this is the best we can do for the developiment of this lot based on the current field conditions. If you have any questions, please feel free to contact me. Sincerely, KERN-COL✓MAN & CO., 1,1..LC. Mi. Crapps Landscape Architect 7 %Ll I I C ' 0 U r t ( 3 4 06) P - ( ) . I i O x 1 5 1 79 - S a va n n :i h , Georgia 3 1 .1 1 6 • Phone , ( 9 1 2) 3 54 - 8400 V a x : ( 9 1 2 ) ,3`6 1865 F , - in n i I ! i ii f o ( t ( k c i n c o I e ni a n . c 4 ) ni - We b : N\,w w k c r n c o I u ni a ii . c ii in Kern-Coleman & Co. LLC. C o n s to I t i n g E ni g i n e e r s • L a n d S u r v e, y a, r s • L a n d P I a n n e r s A r c I t i t c c t s a n d s c a 1) e A r c h i ( v c i s - F " 71 Ir i T o n Tri e T) a a I S c i C n I i S I December 17, 2012 Ms, Dianne Otto, CFM City of Tybee Island P.O. Box 2749 Tybee Island, Georgia 31328 Re: Jones Residence 2 White Oak Lane Tybee Island, Georgia Kern-Coleman & Co., LLC Project No.: 120559 Ms. Otto, .. .... ...... Please find enclosed five sets of construction plans and drainage calculations for the above referenced project. This property is part of an 8 lot subdivision developed in 2004. It appears the subdivision was not constructed in coijiunction with the approved engineering drawings. There is no roadside drainage or rear lot drainage even though the property naturally drains toward the marsh to the south east. We have designed the development of this lot based on the fact we will have natural drainage from the site. We feel under the circumstances of this subdivision, this is the best we can do for the developiment of this lot based on the current field conditions. If you have any questions, please feel free to contact me. Sincerely, KERN-COL✓MAN & CO., 1,1..LC. Mi. Crapps Landscape Architect 7 %Ll I I C ' 0 U r t ( 3 4 06) P - ( ) . I i O x 1 5 1 79 - S a va n n :i h , Georgia 3 1 .1 1 6 • Phone , ( 9 1 2) 3 54 - 8400 V a x : ( 9 1 2 ) ,3`6 1865 F , - in n i I ! i ii f o ( t ( k c i n c o I e ni a n . c 4 ) ni - We b : N\,w w k c r n c o I u ni a ii . c ii in U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program I knp • the instructions on pages 1-9. Al. Building Owner's Name NAFH NATIONAL BANK A2. Building Street Address (including Apt., Unit, Suite, a'—ndlorBldg, N' o-)`or'—P.0'---"" Route and Box No, 2 WHITE OAK LANE City State ZIP Code E 0 0 0 No�166-008 M 66000 8 M t s a �Exfrp�irres March 31,0201r2] For insurance Company Use: M ol-,(�y —Nurnber Ili TYBEE ISLAND GA 31328 -W-3 perty Description (Lot —and Block Numbers, Tax Parcel —Number, Legal Description, etc.) . . ®_. ................... ..........__. . ..... LOT A, SUBDIVISION OF LOTS 6 & 7, HORSE PEN HAMMOCK, FORT WARD (SUBDIVISION IMAIP BOOK 31-S, PAGE 45); CHATHAM COUNTY PARCEL ID: 4-0019 -04-012, — — --- --- ---- - - — — — --------------- - -- . ..... .. A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RFIQENTIAL A5. Latitude/Longitude: Lat. 32.0135'N Long. �0,8501*W Horizontal Datum. ❑ NAD 1927 0 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 buillding with a cravAspace or enclosure(s): A9. For a building with an attached garage: a Square footage of crawlspace or enclosure(s) sq ft a) Square footage of attached garage _Ll 7&99 _225 sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 feet above adjacent grade 9 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9•b Q sq in d) Engineered flood openings? ❑ Yes E No d) Engineered flood openings? ❑ Yes ED No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NFIP Community Narri;l Community Number B2. -County Name --' B3. . S late CITY OF TYBEE ISLAND 135164 CHATHAM COUNTY GA T-- --64—, V plPanel Plumber Suffix B6. FIRM Index " " ": FIRM' B8. IFloodl B9, Base Flood Elevation(i—)(Zone '- Date Effective/Revised Date Zone(s) AD, use base flood depth) 1305100213 F 0912612008 09/2612008 AE *11'+ V FREEBOARID B10. Indicate the source of the Base Flood Elevation (BIFE) data or base flood depth entered m Item B9. 0 FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe), 811. Indicate elevation datum used for SEE In Item 139: ❑ NGVD 1929 10 NAVD 1988 ❑ Other (Describe) B12, I's the building Located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes M No Designation Date ❑ CBRS ❑ OPA W5211g]OK1116 �!!Illll goll Check the measurement used, a) Top of bottom floor (including basement, crawlspace, or enclosure floor) t$.R V2 10 feet ❑ meters (Puerto Rico only) dk- b) Top of the next higher floor .29. 3 (3 feet El meters (Puerto Rico only) 0) Bottom of the lowest horizontal structural member (V Zones only) NI-A-- Ofeet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N/A.— ❑El feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building hfP [I feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) *7.4 0 feel ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) .J-Q.2 S feet 0 meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A,_ ❑ feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 US. Code, Section 1001. . . .. . ..... . SCheck here if comments are provided on back of form. Were latitude and fongftude in Section A provided by a licensed land surveyor? 0 Yes [] No Ue-� tTfi e —r- s 'Name . . ....... License Number ___ Joseph Akard Hale, Jr W GA RLS# 2886 Title Company Name Registered Land Surveyor Kern-Coleman & Co., LLC Address City State ZIP Coje . ..... . ... ...... For insurance Company Ilse: IWPORTANT: In these spaces, copy the -esponding Information from Section A. ' or 'C' Buikfingi Street Address (including Apt., Unit, ite, and/or Bldg. No.) or P.O. Route and Box No.- Policy Number 2 WHITE OAK LANE City TYBEE ISLAND N ZIP Code 31328 Date 02/15/'2013 ■ Check here If attachmer ,f 1, itt For Zones AO and A (without BFE), complete Items EI-E5, If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C, For Items E9 -E4„ use natural grade, if available, Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG), and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or end, osure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG, b) Top of bottom floor (including basement, crawispace, or enclosure) is [:1 feet [I 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 (elevatlion 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 imachinery 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, 8, and F are correct to the best of my kno✓iedr�e, Property Owner's or Owner's Authorized Representative's Name City State ZIP Code Signature Date Telephone Comments -E] =Ch&ck=here if a SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local ofiic IaI who is authorized by claw or ordlimenee to adrrninister the community's flood,plain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable itern(s) and sign below. Check the measurement used in Items G8 and G9. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indic@te the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO, G3, ❑ The following information (items G4-G9) is provided for community flood!plain 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 08. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: L-] feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name UM Community Name TeIephone U.S. DEPARTMENT OF HOMELAND SECURITY 7LEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-000'8 National r1nod Inspirance Program Important. Read the instructions on pages 1-9. Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owners Name SYNERGY DESINGER HOMES Policy Number: 2 A2. Build OA OAK Street Address (Including Apt., Unit, Suite, and'lor Bldg. No.) or P.O. Route and Box No. Company NAIC,1 WHITE LANE City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT A OF A SUBDIVISION OF LOTS 6 & 7 HORSE PEN HAMMOCK, FORT WARD TYBEE ISLAND SMB 31-S PAGE 45 A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) RE§IDEIffi1& A5. Latitude/Longitude: Lat. 32 00 48.9 N Long. AQ 51_g_Q_4_W Horizontal Datum: ❑ NAD 1927 N NAD 1983 A& 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 encllos,ure(s) sq ft a) Square footage of attached garage sq ft b) Number of permanent flood openings In the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9-b — sq in d) Engineered flood openings? ❑I Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl . NFfP Communty Name & Co B2. County Name B3, CITY OFTYBEE ISLiAND 135164 mmunity Number 1 CHATHAM I GA State I 810. Indicate the source of the Base Flood Elevation, (BFE) data or base flood depth entered In Item B9, ❑ FIS Profile 9 FIRM ❑ Community Determined ❑ Other /Source: — 811, Indicate elevation datum used for BFE In Item 139: ❑ NGVD1929 ED NAVO 1988 ❑ Other/Source: B12, Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 19 No Designation Date: ❑ CBRS J@ OPA SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations, are based on: ❑ Construction Drawings* III 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, VI—V30, V (with BFE), AR, APJA, AR/AE, AR/A1 —A30, ARJAH, ARIAO, Complete Items C2.a—h below according to the building, diagram specified in Item A7. In Puerto Rico only,, enter meters. Benchmark Utilized: LOCA Vertical Datum: 1900 Indicate elevation datum used for the elevations in items a) through h) below, ❑ NGVD 1929 01 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e), Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs including structural support Check the measurement used. I — SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. rl'.1.0��O- Fi I understand that any false statement may be punishable by rne or imprisonment under 16 U.S. Code, Section 1001. M Check here if comments are provided on back of form. Were latitude and' longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? (9 Yes ❑ No ac I Certifier's Name MICHAEL A. HUSSEY License Number 2509 Title LAND SURVEYOR Company Name SUNDIAL LAND SURVEYING, PC Address 115CO M RC 9 �OURT City POOLER State GA ZIP Code 31322 SignatureM 'L. �4 A A �1 ___Pate 8-12-2013 Telephone 912-748-2147 FEMA Form 086-0-33 (7112) See reverse side for continuation. 0 feet 0 meters 0 feet C1 meters C1 feet ❑ meters 11.39 10 feet El meters 19 feet El meters 2.4 N feet El meters 104 N feet El meters to rest 17-1 -.F.- I — SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. rl'.1.0��O- Fi I understand that any false statement may be punishable by rne or imprisonment under 16 U.S. Code, Section 1001. M Check here if comments are provided on back of form. Were latitude and' longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? (9 Yes ❑ No ac I Certifier's Name MICHAEL A. HUSSEY License Number 2509 Title LAND SURVEYOR Company Name SUNDIAL LAND SURVEYING, PC Address 115CO M RC 9 �OURT City POOLER State GA ZIP Code 31322 SignatureM 'L. �4 A A �1 ___Pate 8-12-2013 Telephone 912-748-2147 FEMA Form 086-0-33 (7112) See reverse side for continuation. IMPORTANT: In these spaces, copy the esponding information from Section A. FOR INSURANCE COMP�NY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 2 WHITE OAK LANE City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number. SECTION D, — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both tides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments UNDER CONSTRUCTION Signature i, \_ I I A )_ I R Date 8-12-2013 NEWM�Mf • - For Zones AO and A (without BFE), complete ltd Wd E1—E5, If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, 8, and C. For Items E1 —E4, use natural grade, if available. Check the measurement used. In Puerto Rica only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) Is ❑ feet ❑ meters 11 above or ❑ below the HAG, b), Top of bottom floor (including basement, crawlspace, or enclosure) Is ❑ feet ❑ meters ❑ above or ❑ below the LAG. EZ For Building Diagrams 6-9 with permanent flood openings provided In Section A Items 8 and/or 9 (see ages 8-9 of Instructions), the next higher floor (elevation C2.b In the diagrams) of the building Is __ ❑ feet ❑ meters ❑ above: or (see 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, ES. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? ❑ Yes [], No ❑ Unknown. The local official must certify this Information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-Issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A. B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address city State ZIP Code Signature Date Telephone Comments ❑ Check herg if altachMents. .. ..... . ... ......... . SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floDdplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used In Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and seated by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-Issued, or community-issued BFE) or Zone AO. G3. ❑ The following Information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5, Date Permit Issued G6, Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ Now Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building: ❑ feet ❑ meters G9. BFE or (in Zone AO) depth of flooding i at the building site: ❑ feet ❑ meters G10. Community's design flood elevation: ❑ feet ❑ meters Local Official's Name Title Community Name Telephone Signature Date Comments Datum Datum Datum Check here if attachments. FEMA Form 086-0-33 (7112) 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.C. Route and Box No. Policy Number: 2 W'HITE OAK LANE I City TYBEE ISLAND State GA ZIP Code 31328 Company NAIL 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"; ands, if required, "Right Side View" and "Left Side View," When applicable, photographs must show the foundatiion 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 0186-0-33 (7/12) Replaces all previous editions, Id 2 Q Z SITF, DATA., PROJELTAREAi 4,717SF-IJI04ACRES ARKA0FD1S1TUt6ANC8c OJOBAC ON GRASS SWALE CROSS-SECTION TU• &I If. nay I•, Jvl Lp 6f "T AIIE P V, %RM A PA TR 51T](7Bd NEj,' .1 PFyfirIrtlG 0A � TO TtP, C PAVING �RADES Rill; ii,. L-C ZoNING! R.2 )H ' J� Ai I L E\/f_1 I-' CAN Pj,N; 4.01019.04012 PROD---:FAJDL)l 1.WHIrE1lAk1J�NL Al L L J11-i'dN(I PR0JRLrrrE1": 'ffBEELS"ND,(,A. X, 4715TRld�4'N4JNYk5RiR: .. ".I. 1 °^ 1 F7" I I -I cj.,l 1! NO I'd 1, I (YJ 'IUW ll L07 A. P()RT WARE) 0 ClIXTIURNI"Iffit lfllEJONVs F" 'a'CI N, I'1' Lbv 11d 1 1, R F F GI A I F PLO,F. BENCIIMARK I.P.P. PIN FOUND 0 IA .5. �RON RON PIN SET C7 C.EE5. Co��CREIE MONUMENT SET 0 C.M F. CO CRETE Ml FOUND U,'V_ LUuD AP: A A 1 R ',A I F 1"} 5'i FF[iff"'Al. —VATFF, —WATER— WAVES LINE M/N, F] �W� %A AP N�J:V'F�F'� 1 1i NATER VALVE VALVE IN': MN I VI A -rF Q,1 � I'' HLF 201.�� HA `I I" I b 1, I FIRE YORANT F (;0VFRNUN(;A(3FNC)', I — SANITARY LINE 0-- SANITARY MANHClE SANITARY CLEANOUT FORCEMA I GAS LINE I TECPIONE LINE I CLE.CTRICAL LINE _%IpL__ OVERHEAD POWER LINE GRATE INUZ /rwN CURO INLET 1'1' 0 PP PG&ER POLE •L) I �11 LP 116HIT POLE v) ryl 7EL5PvONF BOX fJ 93 ELECTRIC 13OX CHAINED-LINK FENCE 0— 00 FENCE Ill M —ff_-00 - SILT FENCE CONTOUR WOOD LINE R/R RAILROAD H/W aiBHl`-OF -WAY IFF FIMISIED FLOOR ELFV ic p loOF CU R® fG lop, Cr GUTTER rw TOP OF WALK LIP TOP OF PAVEMENT FG FFiS GRADE ACIP REINFORCED CONCRETE PIPE CMP SCR RACA7ED METAL PIPE TH. THROAT 1, C, LFEES INVERT EI.EVATCO _13 LIVE OAK P PINE I'll, 1�1 1`01 C R I MAC MAGNOL A LRLO LAUREL OAK ym WATER 0 AK SITF, DATA., PROJELTAREAi 4,717SF-IJI04ACRES ARKA0FD1S1TUt6ANC8c OJOBAC ON GRASS SWALE CROSS-SECTION TU• &I If. nay I•, Jvl Lp 6f "T AIIE P V, %RM A PA TR 51T](7Bd NEj,' .1 PFyfirIrtlG 0A � TO TtP, C PAVING �RADES Rill; ii,. L-C ZoNING! R.2 )H ' J� Ai I L E\/f_1 Pj,N; 4.01019.04012 PROD---:FAJDL)l 1.WHIrE1lAk1J�NL Al L L J11-i'dN(I PR0JRLrrrE1": 'ffBEELS"ND,(,A. 4715TRld�4'N4JNYk5RiR: .. ".I. 1 °^ 1 F7" I I -I cj.,l 1! NO I'd 1, I (YJ 'IUW ll L07 A. P()RT WARE) ClIXTIURNI"Iffit lfllEJONVs F" CCANTAcr 11d 1 1, R F F GI A I F PLO,F. CYIXINER ADDIUl R07 HABLRSHAM 5'1RF.Lr Le 11' }L, X 1 L) OWNURC111'. qAVANNAH,,I;A. 0 H"I OH FBI U,'V_ LUuD AP: A A 1 R ',A I F 1"} 5'i FF[iff"'Al. DATE 01-SURVT71' 081YJ112 M/N, F] �W� %A AP N�J:V'F�F'� 1 1i 'INKFFISLAND I VI A -rF Q,1 � I'' HLF 201.�� HA `I I" I b 1, l•1A\/[) (;0VFRNUN(;A(3FNC)', IIt". /'�' ALURL�l EF o MFR Oq MINITY MAP E G E, N 1) BENCHMARK I P F IRON 'I' "I"", P� Ll c NI 5 CONCRETE WXNJJMFINT SET C, M.F. CPNrRE TE MUMUMEN I F(H)ND FiY�IINJ. 'L WA P 'I —WATER WATER UNE 44— FIT T VALVE IN M44 PRE HYDRANT S. S �3AI,4`TARI UNE SAN�TrARr MANIIIOLE SAM ARY CLEA.OUT m- -F FUl C I.IDAIIV "AS LINE 7 TELEPHONE LINE —r- - ELECTRICAL. LINE --OHA— OVERHEAD poWER LINO $3 CIPAIE hLIET eE—T LM � OURS INLET 0 pp Ep PO4ER POOP: 'tT IT, KP LP LUIFT POLE I SPHOI BOX ICTRIC IF) BOX CI AAINED-UNK FFIJCE WON FELICE T SIET PENCE V —l— c(l) N TOUR —,— WOOD LINE RED RAILROAD R /w RL0 I T- OF WAY FLOOI� EtEV 10 'Op or l-'URB I rl TOP OF GUTTER li IP 7, OF NALX ' ip I OP PF J'AVV IAE NT FG " ELL) GRADE RCP REINFORCED rONCRETE PIPE CLIP CORRACATED METAL PIPE III P OAT INVERT LO 1114: CAN P VIA 1p t'll N" H�CKGR MAC LIAR40L A LRLO No EAJREL OAK 'VA IZIR OAK WE DATA., PROfECFARFA, 4,717SP-OAGBACRES AAFAoPE)15nlRBAN(Z DAWAr, VONING'i R-2 PIN-- 4-0014- C14-M2 PROIFATTADDR0.5; 2WHrTFOAKIANE FR0JE4-l-ClrY-. T-MEEMLAND,GA. DNM(.-fNUNfBEJL M LarNUMBER.- LOrAJORTWARD OWNERNAMP-- LMM30NES CONTACD, AffUJONES OWNTFaADDRM 46O7aALBERSFMSMM OWNtA CrrY, SAVANNAH, CA TW-PHONRNO-1 m DATE IOPSURVEY: 1E130112 GOVERNINGAGEN(N TYBEFI-MAND aEaQilL 69Kl FK MAIL IN ASPHALT ELIEVAnON 9,0 MAID 88 NOTES: ra JI 41 fi t Id kf 47, 0 OR CK " S ROK PAMOR N "N ti A \F N\F NA'H IA19NAL BANK LOT F PIN # 4-M9-04-0$6 WHITE OAK LANE 1. ALL ELEVATIONS BASED ON MEAN SEA LEVEL. DATUM (NAVE) 88). 2, ALL BUILDING SETBACKS ARE TO CONF r CRM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAID83, 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCArED IN ZONE AE, A 100 YEAR SPECaAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EVERGENCY MANAGEMENT AGENCY (FEMA) FLOOD, INSURANCE RATE MAP NUMBER 13051CO326F, PANEL 1,35164, EFFECTIVE DATE: SEPTEMBER 26, 2C)08; BASE FLOOD ELEVAIION Il, NAVD 88. L 017 O Aall� Ffl- t Id kf 47, 0 OR CK " S ROK PAMOR N "N ti A \F N\F NA'H IA19NAL BANK LOT F PIN # 4-M9-04-0$6 WHITE OAK LANE 1. ALL ELEVATIONS BASED ON MEAN SEA LEVEL. DATUM (NAVE) 88). 2, ALL BUILDING SETBACKS ARE TO CONF r CRM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAID83, 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCArED IN ZONE AE, A 100 YEAR SPECaAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EVERGENCY MANAGEMENT AGENCY (FEMA) FLOOD, INSURANCE RATE MAP NUMBER 13051CO326F, PANEL 1,35164, EFFECTIVE DATE: SEPTEMBER 26, 2C)08; BASE FLOOD ELEVAIION Il, NAVD 88. No-p-sm-00 M. RESIDENCE (UNDER CONSTRUCTION) I I 61.00' N36023'00"V4' 4-0019 -0+-013 NOW OR FORMERLY I E M & JOHN A HAY5 20' FRONT SETBACK- 61.00' N36023'00"V4' 4-0019 -0+-013 NOW OR FORMERLY I E M & JOHN A HAY5 HYDROLOGIc ANALYSIS m I �&ERN-COLEMAN & Co., L.L.C. 7 MALL COURT SAVANNAH, GEOR.GiA 31406 ����t ��{ ) ��o r v ����v / _ - - - . . _ . - - . . . - - . . ~ - - _ ' - - _ . _ ' - - - . . - - . - - - - 4 �� T ) e 8 g D - - ~ _ _ . _ _ , _ _ , _ ~ . _ _ _ . ~ _ ^ _ _ _ _ , _ _ , _ , _ . _ _ _ _ �� S | 0 r r n n / m C e r Q u a n t i t y M a o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 P r e - D e v e l o p m e n t A n a l y s i s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 C u r v c N u n o b c r u . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 T i m e o f C o n c e n t r a t i o n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 S h e e t F l o w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . 9 R u n o f f C a l c u l a t i o n s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 ' / k o a 1 y 8 �� _ - - - - - . - - . - - - _ - - _ . - - - - _ - - ' - - - . ��0 C u r v e N u m b e r s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l 0 T i m e o f - - _ - - - - - - - - _ - - - - - ~ . - - . _ - - - - . . l U S h e e t F k / v v - - - - - - - - _ - - - - - . - - _ . ~ _ - - - - - - _ . - - - - l 0 R u n o f f C a l c u l a t i o n s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . _ - - ~ . . . . . . . . . . . . . . . . . . . . . . . . l l C o n c l u s i o n s . . . . . . . . . . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ~ . . . . . . . ' . . . . . . . . . - l 2 A p p e n d i c e s A C a l c u l a t i o n M e t h o d s & R e f e r e n c e E q u a t i o n s B F l o w C a l c u l a t i o n s B a s i n I ( N O u t p u t ) D S n i \ a M a p a m d B O r i M g l l e p o r t E x h i b i t s E x h i b i t - 1 P r e - D e v e l o p e d D r a i n a g e E x h i b i t - 2 P o s t - D e v e l o p e d D r a i n a g e 01M W - I KIRIXIN The proposed site is located at 2 White Oak Lane in Tybee Island, Georgia, The site lot is currently undeveloped. The total site area is 0.108 acres. A two story residence with the ground floor area of 1120 S.F. is being proposed along with 570 permeable paver driveway. This lot is part of an eight lot subdivision created in 2004. Construction plans for this subdivision indicate drainage along the rear lot lines as well as roadside drainage swales. This subdivision was evidently not constructed to the approved plans thus no positive outfall exist within the now existing subdivision. A small depression exist on this lot and the adjacent lot which is lower than the surrounding properties. We will fill a portion of this depression. The remaining portion of the depression will retain some storm water prior to overflowing and following natural grade to the southeast to the marsh. No downstream impacts are expected frorn this proposed single family residence development. Soil for this property is Chipley Urban Land Complex (C). The pre and post-development hydraulic report was designed by utilizing the SCS Curve Number Method with Hydraflow Hydrographs software developed by Intelisolve. This method uses a series of hydrographs for different durations and storm distribution types to find the particular storm duration that result in the maximum runoff. The hydrologic estimates of the stormwater runoff in this report are based on storm events with I -year, 2- year, 5 year 10 year, 25-year and 50-year return frequencies. The calculation methods and equations used are in Appendix A. The results are presented below. DESIGN REQUIREMENTS Design requirements are based on the City Of Tybee Island Stormwater Management for Development Activities. STORMWATER QUANTITY I\IETHODOLOGY The existing and proposed conditions will be analyzed using the hitelisolves' Hydraflow Hydrographs to generate the runoff hydrographs for each of the drainage basins based 0fithe SCS HydrogoTaph Method. The program is used to model rainfall and stormwater runoff and to perform hydraulic routing through the storm drainage system for each storm event. The hydrologic input data consists of information for each drainage basin, or sub watershed, within the project, Input variables include runoff curve number, rainfall distribution pattern, hydrograph peaking factor, area of each drainage basin, and time of concentration (see below sections for specifics on the values of these variables that were used in this model). The program generates runoff hydrographs for each sub watershed based on the user-specified variables. The model hydraulic input consists of a system of nodes and links. Nodes represent locations where flows enter or exit the system, pipe or channel characteristics changes, or where stage /storage /tine relationships are provided. Links represent traditional types of hydraulic conveyance such as pipes, channels, drop structures, weirs, etc. The sizes, inverts, lengths, and pipe information, all lagoons and detention area stage-storage information and the respective within the model for a given storm, and flow conditions are determined. Hydrographs for each drainage area are merged within the program, and the hydrologic results are then combined with the hydraulic information to model the hydraulic interactions of the entire drainage system. The results include lagoon and detention area discharge rates and stage/storage information during the design storm events. For the design of the storm drainage system, a warning stage elevation is set for each lagoon and detention area and structure to assure no stormwater ponding. In addition, the ultimate discharge rate from the system cannot exceed the pre-developed runoff rate. Knowing these two factors, the drainage system is designed by trial and error. Carve Number The hydrological soil type information has been superimposed over the drainage basin map and the acreages of the various soil types within each basin were then measured. Next, SCS Curve Numbers (CN) were assigned corresponding to the hydrological soil type and ground cover conditions. Finally, composite CN's were calculated for each basin. The results are tabulated below. Hyd. Hydrologic Area Hydrologic Area 'ro ogic _N Basin Soil Name Soil Cover Type Condition (ac) CN Comp CN C Group 76 00 0 1(). Pre-Dev Basin 1 Chipley C Wild Grass Good E 76 Time oLConcentration The times of concentration (Tj for the basin was determined based on the travel times in each of the sheet flow and shallow concentrated flow segments. Sheet Flow Exhibit-I shows the hydraulic flow-paths used for each drainage basin. As indicated for Basin 1, the runoff was assumed to sheet flow for 70 ft. The roughness coefficient, n, and ground slope, S, along with the resultant travel time for the sheet flow segments of each basin are tabulated below. Total Thne of Concentration The total times of concentration (Tj for each of the basins was determined by adding the travel times for the sheet, shallow concentrated, and channel flow regimes. The total In times of concentration are shown in the following table. Travel T:i:te in Flow Regime ( (mF in)- min) Total Time of S aj�7 one. Concentration Drainage Sheet Flow Shallow Co,ne. Tc Basin Flow (min) Pre Dev 12 0 12 Basin 1 L_ I Runo(L Calculation The above data were input into Intelisolves' Hydraflow Hydrographs to generate the runoff hydrographs for each of the drainage basins based on the SCS Hydrograph Method. The program output is included as Appendix B - Pre-Development Flow Calculations. The following table summarizes the peak stormwater runoff rates calculated for the Pre-Development conditions. Storm Recurrence Frequency Pre-Developed Runoff - Rates Pre Dev. Basin I I Year 0.117 efs 2 Year 0. 1,97 cfs 5 Year 0.283 cfs 10 Year -0. 3 36cfs, 25 Year 0.426 cfs 50 Year 0.498 efs Cui-ve Numbei-s Urban B' drology for Small Watersheds — TR55, Table 2-2a was used to determine the appropriate CN corresponding to the appropriate ground cover condition. The value for each CN, for each hydrological group was determined. A composite CN was calculated for each basin, taking into consideration impervious surfaces and is found in the table below. Thne of Concentration The times of concentration (TG) for the basins were determined based on the travel times in each of the sheet flow, shallow concentrated flow, and, channel flow segments. Sheet Flow Exhibit-2 shows the hydraulic flow-paths used for the drainage basins. The roughness coefficient, n. , ground slope, S, and resultant travel times for the sheet flow segments of each basin are tabulated below. Roughness Surface Total Drainage Ftow-Path Coefficient Slope Time Basin Length n S (ft/ft) (min) Post Dev 70 0.41 0.029 12 Basin I Total Time of Concentration The total times of concentration (Q for each of the basins was determined by adding the travel times for the sheet, shallow concentrated, and channel flow regirnes. The total times of concentration are shown in the following table. Travel Time in Flow Re ime (min) e in Re i, e2n F 0" '1 (m' Total Time 0' Concentration C "T Total Time of Drainage Basin 7%allow Concentration Sheet Cone, Channel low Cone. Flow to Flow Flow n) (m i n) I Post Dev. Basin 1 12 0 0 12 Runoff Calculations The above data were input into Inteliso,lves' HydMi ' flow, Hydrographs to generate the runoff hydrographs for each of the drainage basins based on the SCS Hydrograph Method. The runoff hydrograpbs are then routed thru the proposed detention facility utilizing stage storage relationships based on the outfall control structure and respective inflow hydrograph. The program output is included as Appendix C - Post - Development Flow Calculations. The following table summarizes the peak stormwater runoff rates calculated for the Post-Development conditions Storm Recurrence Frequency Post-Developed Runoff Rates Post Dev Basin I I Year 0.176 cfs, 2 Year 0.266 efs, 5 Year 0.357 cfs 10 Year 0,412 cfs 25 Year 0.502 cfs 50 Year ::0.575 cfs Conclusions During the I thru the 50 year storm events, the post-developed runoff rates do not exceed the pre-developed runoff rates. The allowable runoff rates for the post-developed outfall are very close to the pre-developed basins and pose no problem if any to the downstream system. The difference in runoff is approximately a 13% increase in volume. The results are as follows: Storm Recurrence Pre-Developed Runoff Rates (cfs) Post-Developed Runoff Rates (efs) Frequency I Year 0.117 0.176 2 Year 0.197 0.266 5 Year 0.283 0.357 10 Year 0.336 0.412 25 year 0.426 01.502 50 Year 0.4,98 0.575 LHCM� The hydrologic analysis in this report was based on the methodologies and equations presented in Urban Hvdrolo�v for Small Watersheds JR-55) and the Georgia Stormwater Mana2ement Manual, The specific approaches used to calculate each of the hydrologic parameters are described below. Thee QLjLoncentration Sheet Flow It was assumed that the most hydraulically distant points for each of the drainage basins sheet flows for the first 100 ft (from GA Stormwater Management Manual pg 2.1-25). The travel time for the sheet flow segments was then calculated using the following formula (GA Stormwater Management Manual equation 2.1.9): Tt = 0.42 ( n L 0.8 6,0 (P,)O-' (Sf' where, Tt = travel time (hr) n = Manning roughness coefficient for sheet flow L = flow length (ft) P, = 2-year, 24-hour rainfall (in) S = land slope (ft /ft) The "n" values were taken from GA Stormwater Management Manual Table 2.1.5-2 and the value of R, was set as 4.8 inches (from GA Stormwater Management Manual Table A -13) for Savannah, GA, The slopes (S) of the surfaces along the flow paths used for the hydraulic lengths were calculated from the topographic survey data. Shallow Concentr -ated Flow To estimate the travel time for the shallow concentrated flow segments, first, the average velocity was determined using the following equations (from GA Stormwater Management Manual Equation 2.1..10): Unpaved surface: V = 16.1345 (S)O-' where, V = average velocity (ft/s) S = land slope (ft/ft) Paved surface: V = 20,3282 (S)'-' where, V = average velocity (ft /s) S = land slope (ft /ft) These two equations are based on the solution of Manning's equation (from GA Stormwater Maria e__. nent Manual Equation 2.1.12) with different assumptions for n (Manning's roughness coefficient) and r (hydraulic radius, ft). For unpaved areas, n is 0.05 and r is 0A: for paved areas, n is 0.0,25 and T is 0.2. Chatinel Flow The velocity of the water in the ditch can be calculated using Manning's equation for Open Channel flow (from GA Stormwater Management Manual Equation 2.1.12): V = 1.49 (R)211 where, V = average velocity (ft /s) R = hydraulic radius (ft) S = land slope (ft /ft) n = Manning roughness coeff. for open channel flow The total time of concentration (tc) for each of the basins was determined by adding the travel times for the sheet, shallow concentrated, and open channel flow segments. C� Rain fall Intensities The rainfall intensity for storms with the 2-yr thru. 50-yr return frequency in the Savannah metropolitan area can be calculated with the following equations (from GA Stormwater Management Manual 'Table A- 13): 125-y, = 167-17 (tc + 28) 0.8597 Ijoo-3, = 220.00 f (t, + 32) 08671 where, i = rainfall intensity (in/hr) t, = time of concentration (min) The SCS method applicable to the Savannah metropolitan area is based on a storm event that has Type Ill time distribution. The empirical relationship: 1, = 0.2 S is used in the SCS method to estimate the initial abstraction, which represents the surface storage, interception, evaporation, and infiltration that occurs prior to runoff. Using this definition for L, the following equation is used to estimate the direct runoff from a 24-hr rainfall event (from GA Storinwater Management Manual, equation 2.1.6): Q = a— 0.2 S )' (P + 0.8 S) where, Q = accuiriulated direct runoff (in) P = accumulated rainfall (in) S = potential maximum soil retention (in) and S = (I OOO/CN) -10 The 24 hour rainfall accumulations (P values) for the 25-year, and 10,0,-year storms in the Savannah area are 7.92 and 9.84 inches respectively. Using those values, along with the respective Curve Numbers for each basin, the runoff volumes were calculated for each drainage basin, Wjlmd �a ', Hydraflow Hydrographs by Intellsolve v9.23 11 �Ilill III lllp�jlj III �111 5�� 1, 11 1111 1111 1 111 lqj III 11111111111111 �� I I 120346DA.gpw Thursday, Dec 13, 2012 Hydrograph Return Period Recap ...................................... ................................ —1 H a 91 MT SummaryReport ........................................................................ ................ ........................... 3 HydrographReports ............................................................... ....................... ......................... 4 Hydrograph No. 1, SCS Runoff, PREDEVELOPMENT ......... ............... ............... 4 TR-55 Tc Worksh,eet .......... ................... ...... ...... 5 Hydrograph No. 2, SCS Runoff, POST DEVELOPMENT ................. ............................... 6 TR-55 Tc Worksheet .... ................................................................ 7 2 - Year SummaryReport ................................................................... _ ...... .......................................... 8 HydrographReports .................................................................................. ........... .................. !q Hydrograph No. 1, SCS Runoff, PREDEVELOPMENT- ......... ................... ................. _ 9 Hydrograph No. 2, SCS Runoff, POST DEVELOPMENT' ............... ............................... 10 me"Mm SummaryReport ..................................................................................... ............................. 11 HydrographReports ................................................................................... ............ ............ 12 � M. SummaryReport ..................................................................................................................... 14 HydrographReports ................. ......................................................................................... 15 Hydrogiraph No. 16 _*! ' M. SummaryReport ...................................................................................................................... 1 �j HydrographReports ............................................................................................................ 18 Hydrograp,h No. 1, SCS Runoff, PREDEVELOPMENT ...................... ........................... 18 Amur M-. SummaryReport .................................................... .................................. ..._ .................. ........ 20 HydrographReports ....................................................................................... ....... .......... .... 21 Hlydrograph No. 1, SCS Runoff, PREDEVELO,PMENT ......... ........................................ 21 UFROM M-. SummaryReport ................................................................................................................... 23 HydrographReports ......................................................................................................... 24 Hydrograph No. 1, SCS Runoff, PREDEVELOPMENT ............................. .................. .... 24 IDFRepo,rt ~~~~~~~~~~~^~~^~~~~~^^^^~~~~^^~~^~~~~~~~~~~^^~~^^~~~~~~~~^~^~~~~~~-^~~~^~~~~~^^~~~~~~^^~~~~~~~~~~~~~~~~^ 26 1 - PREDEVELOPMENT LLgend k!yd. Origin pgauiptm 1 SCS Runoff PREDEVELOPMENT 2 SCS Runoff POST DEVELOPMENT Project: 120348DA,gpw Hydraflow Hydrographs by fntelisolve v9.23 2 - POST DEVELOPMENT Q Thursday, Dec 13, 2 012 Hydrograph Return Period Recap Hydrailow Hydrographs by Intelisave v9.23 Hyd. Hydrograph Inflow Peak ,Outf low (cfs) Hlydrograph No. type Hyd(s) description (origin) I -Yr 2 -`Sr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 1 00-Yr 1 SCS Runoff --- 0,117 0.197 ------- 0,283 0.336 0.426 0,498 0.571 PREDEVELOPMENT 2 SCS Runoff ..... 0.176 0.266 ------- 0.357 0.412 0.502 0,575 0.647 POST DEVELOPMENT Thursday, Dec 13, 2012 Proj. file: 120348DA.gpw Hydrograph Summary Report Hyd, Hydirograph Peak Time Time to H:yd, Inflow Maximum Total No. type flow interval peak volume hyd(s) elevation strge used (origin,), (of S) (min) (min) (tuft) Of) (tuft) � 1 � SCS Runoff � 0.117 2 SCS Runoff 0.176 ffifim *� 3 Hydraflow Hydrographs by Intelis()Ive v9.23 Hydrograph description 2 732 � 557 PREDEVELOPMENT 2 730 815 ---- ------ POST DEVELOPMENT Return Period: I Year Thursday, Dec 13, 2012 PREDEVELOPMENT *0031 IM111010111 LWAMMONWIJ Basin Slope Tc method Total precip. Storm duratior rowl W-1 3.60 in 24 hrs � Th u irsday, Doc 13, 20 12 Time to peak 732 mini Hyd. volume 557 cuft Curve niumber 76 Hydraulic length 0 ft Time of conic, (T'c) 11.40 min Shape factor 300 0 (cfe) � H�d.No. 1 —1 Year ` —' 05O � 0.50 0.45 0,45 O40 . 0.40 V�� ' 0.35 O3O � 0.30 Q25 � 0.25 0.20 0.20 01S � 0.15 O18 . 0.10 OQ� ' D.Q5 OQO � ------------ 0,00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 1 Time (mini) MW - Nyd. No. I *REDEVELOPUEN Hydraflow Hydrographs by Intelisolve v9,23 DEa2dpjjM A B C Totals Sheet Flow Manning's n-value = 0.400 0.011 0.011 Flow length (ft) = 70.0 0.0 0o0 Two-year 24-hr precip, (in) = 4.80 0.00 0.00 Land slope (%) = 2.90 0.00 0.00 Travel Time (min) = 11.36 + 0.00 + 0.00 11.36 Shallow Concentrated Flow Flow length (ft) = 0.00 0.00 0.00 Watercourse slope 0.00 0.00 0.00 Surface description = Paved Paved Paved Average velocity (ft/s) = 0.00 0.00 0.00 Travel Time (min) 0.00 + 0.00 + 0-00 0.00 Channel Flow X sectional flow area (sqft) = 0.00 0,00 0,00 Wetted perimeter (ft) = 0.00 0.00 0.00 Channel slope (%) = 0.00 0.00 0.00 Manning's n-value 0.015 0.015 0.015 Velocity (ft/s) = 0.00 0.00 0.00 Flow length (ft) = 0.0 0.0 0.0 Travel Time (min) 0.00, + 0.00 + 0.00 0.00, j�ravel Time, Te .................................................................................... 11.40 nN Hydraflow Hydrographs by lntelisoPve v9,23 Hyd® No. 2 POST DEVELOPMENT Hydrograph type = SCS Runoff Storm frequency = 1 yrs Time interval = 2 min Drainage area = 0.108 ac Basin Slope = 0.0% Tc method = TR55 Total precip. = 3.•0 in Storm duration = 24 hrs M Thursday, Dec 13, 2012 Peak discharge = 0, 176 cfs Time to peak = 730 min Hyd. volume = 815 cuft Curve number = 85 HydrauIic length = 0 ft Time of 11.60 min Distribution = Type III Shape factor = 300 Q (Cfs) POST DEVELOPMENT 0.50 Hyd. No. 2 1 Year 0 (Cfs) 0.50 0,45 - 0.45 0.40 0.40 0.35 - 0.35 030 - 0.30 0,25 0.25 0.20 020 0.115 - 0,15 0.10 - 0.10 0.05 0.05 owilivo 0.00 ...... - — ----- .00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 15600 Hyd No. 2 Time (min) it"al Hyd. N Hydraflow Hydrographs by Intelisc)lve v9.23 Description A B C Sheet Flow Manning's n-valule = 0.410 0.0111 0.011 Flow length (ft) = 70-0 0.0 0.0 Two-year 24 -hr precip, (in) = 4,,80 0.00 0.00 Land slope (%) -_ 2.90 0.00 0.00 Travel Time (min) = 11.59 + 0.010 + 0.00 Shallow Concentrated Flow Flow length (ft) = 0.00 0.00 0.00 Watercourse slope (%) = 0.00 0.00 0.00 Surface description = Paved Paved Paved Average velocity (ft/s) = 0.0'0 0.010 0.00 Travel Time (min) = 0.00 + 01.00, + 0.00 Channel Flow X sectional flow area (sqft) = 0.00 01-00 0.00 Wetted perimeter (ft) = 0,.00 0.00 0.00 Channel slope (%) = 0.00 0.0'0 0.00 Manning's n-value = 0,015 0.015 0.015 Velocity (ft/s) = 0.00 0-00 0.00 Flow length (ft) = 0.0 01.0 0.0 Travel Time (min) 0.00 + 0.00 + 0.00 TotallTravel Time, Tc ................................................................................. tl�l its )m Hydrograph Summary Report Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total No. type flow interval peak vo,lum, hyd(s), elevation strge used (origin) (Cfs) (min) (min) (tuft) (ft) (Cuft) � 1 � SOS Runoff � 0.197 2 SOS Runoff 0.266 2 732 � 919 2 730 1,23 ---- Return Period: 2 Year 8 Hydraflow Hydrographs by Intelisolve v9.23 PREDEVELOPMENT POST DEVELOPMENT Thursday, Dec 13, 2012 Hydrograph Rep Hydraflow [Hlydrographs by Intelisolve v9.23 Hyd. No. 1 PRED,EVELOPMENT Hydrogra,ph type = SCS Runo-Y "Wtorm frequency = 2 yrs 1. 1 1 w_- I I limp , PPPOP S%—.' Basin Slope Tc method of precip, 91kam, 2 min 0. 1 O8 ao 0.0% TR55 4.80 in 24 hrs 9 Thursday, Dec 13, 2012 Time to peak = 732 min Hyd. volume = 919 cuft Curve number = 76 Hydraulic length = 0 ft Time of conc. (Tc) = 11.40 min Distribution = Type Ill Shape factor = 300 Hydrograph Report '-iydraflow oII by Intelisolve v9.23 Hyd. No. 2 DEVELOPMELIT Basin Slope Tc method T•ta precip, L!�MIAILWOI&VIMIOA 2 min 0. 108 ac 0.0% TR55 4,80 in i,E4 hrs iN Thursday, Dec 13, 2012 Time to peak = 730 min Hyd. volume = 1,233 cuft Curve number = 85 Hydraulic length = 0 ft Time of conc. (Tc) = 11.60 min Distribution = Type I I I Shape factor = 300 Q (cfs) Hyd. No. 2 2 Year Q (cfs) 0.50 0,50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 025 020 0.20 0.15 0.15 0.10 0.10 0.05 - 0.05 In 0.00 - . ......... .......................... — 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 2 Time (min) 11 Hydraflow Hydrographs by intellsolve V9,23 yd, Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No, type flow interval peak volume hyd(s) elevation strge used description (origin) (Cfs) (min) (min) (Cuft) (ft) (tuft) Runoff � UK 2 730 � 1,309 2 SCS Runoff 0.357 2 I 730 1,666 ---- ------ PREDEVELOPMENT POST HVELOPMENT Return Period: 5 Year I Thursday, Dec 13, 2012 Hydraflow Hydrographs by Intellsolve v9.23 Thursday, Dec 13, 2012 Hyd. No. 1 PREDEVELOPMENT Hydrograph type = SCS Runoff Peak discharge = 0.283 cfs Storm frequency = 5 yrs; Time to peak = 730 min Time interval = 2 min Hyd. volume = 1,309 tuft Drainage area = 0.1'08 ac Curve number = 76 Basin Slope = 0.0% Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 11.40 min Total precip. = 6.00 in Distribution = Type III Storm duration = 24 h:rs Shape factor = 300 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9-23 Hyd. No. 2 POST DEVELOPMENT Myd graph type SCS Runoff Storm frequency 5 yrs Basin Slope Tc method Total precip. Storm duratior 1 WIT-11 It 0.0% TR55 6.00 in t4 hrs Thursday, Dec 13, 2012 RMM I'iime • peak = 730 min Hyd. voIume = 1,66• cuft Curve number = 85 Hydraulic length = 0 ft Time of conc. (Tc) = 11 .60 min Distribution = Type III Shape factor = 300 Q (Cfs) Hyd. No. 2 5 Year a (Cfs) 0.50 - 0150 0.45 0.45 0.40 - 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0105 0.05 0.00 0100 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 "I'lli'll'i'll"llllIllillillill",!,"",'ll, Hyd No. 2 Time (min) 14 Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.23 Hyd. Hydrograp:h Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No, type flow interval peak volume hyd(s) elevation strge used description (origin) (cfs) (min) (min) (tuft) (ft) (cuft) 1 SCS Runoff 0,336 2 730 1,553 ---- ------ ------ PREDEVELOPMENT 2 SCS Runoff 0.412 2 730 1,931 ---- ------ ------ POST DEVELOPMENT 120348DA.gpw Return Period: 10 Year Thursday, Dec 13, 23112 Hydr,ograph Report Hydraflow Hydrographs by Intelisolve v9,23 Hyd. No. 1 PREDEVELOPMENT B asin §Iope Tc method Total p ecip. efin 91 WIT; W.0 0.0% TR55 i,.72 in t4 hrs :2049-1 UOW To F; Q, Y1 Thursday, Dec 13, 2012 �M Time to peak 730 min Hyd. volume 1,553 cuft Curve number 76 Hyd�raul�ic length 0 ft Time of conc. (Tc) 11.401 min Distribution Type III Shape factor 300 Q (Cfs) Hyd. Na. 1 10 Year Q (Cfs) 0.50 - 0.50 0,45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 - 0.20 0.15 0,15 0.10 - 0.10 0.05 L 0.05 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 1 Time (min) Hydrograph Report drafiow Hydrographs by Intelisolve v9,23 Hyd. No. 2 ,*OST DEVELOPMEVT Rydrograph type = SCS Runoff Storm frequency = 10yrs Time interval Drainage area Basin Slope Tc method Total precip, RAwiftAme, wf 7071TS"aml 0.0% TR55 ,C72 in t4 iirs M-1 Thursday, Dec 13, 2012 MUM Time to peak = 730 min Hyd. volume = 1,931 cuf-I Curve number = 85 Hydraulic length = 0 ft Time of conc. (Tc) = 11.60 min Distribution = Type III Shape factor = 300 Q (Cfs) Hyd. No. 2 10 Year Q (Cfs) 0.50 - 0.50 0.45 - 0.45 0.40 0.40 0,35 0.35 0.30 UO 0.25 0,25 0.20 - 0.20 0.15 u 0.15 0.10 0.10 0.05 0.05 0.00 ................ ................ 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1.44, 0 1560 "I'l""I'llllllllll��IIIIIIIIIIIIIIIIIIIII,��� Hyd No. 2 Time (mnn) HydrographSlurnmary Report Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total No. type flow interva1l 1 peak volume hyd(s), elevation strge used (origin) (cfs) (min) (min) (tuft) (ft) i (cuff) � 1 � SCS Runoff � 0.426 2 SCS Runoff 0.502 2 730 � 1,969 --- - -- 2 730 2,376 ------ Return Period: 25 Year 17 Hydraflow Hydrographs by intelisolve v9,23 Hydrograph description PREDEVELOPMENT POST DEVELOPMENT Thursday, Dec 13, 2012 Aydrograph Repoh Hydraflow Hydrographs by Inte4solve v9.23 Ayd. No. 1 -*1IRE DEVELOP MFVT Time interval Drainage area Basin Slope To method Total precip. art 11 M, IM 0.0% TR55 7.92 in 24 hrs M Thursday, Dec 13:, 2012 RRIMM, Time to, peak = 730, min Hyd. volume = 1,969 cuft Curve number = 76 Hydraulic length = 0 ft _w 11. 4 0 Distriution = Type III Shape factor = 300 a (Cfs) H,yd. No. 1 25 Year 0 (Cfs) 0.50 - 0.50 0.45 0.45 0.40 0.40 0.35 - 0.35 0.30 0.30 0.25 0.25 020 0.20 IF0.15 0.15 0.10 0.10 0.05 0.05 1-n 0.00 .. 0,00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No 1 Time (min) Hydrograph Reporl Hydrographs by Intelisolve v9.23 'Ayd. No. 2 'POST DEVELOPUEUT Fro I WIM film 19MO I I Time interval Drainage area Basin Slope Tc method Total precip. 9A&amwe"W4a 0.0 % TR55 7.92 in 24 hrs [E Thursday, Dec 13, 2012 l'ime to peak = 730 min Hyd. volume = 2,376 cL* Curve number = 85 Hydrau�lic length = 0 ft Time • conc. (Tc) = 11 .60 min Distribution = Ty•- - ,o = 300 POST DEVELOPMENT a (Cfs) Hyd. Na. 2 -- 25 Year 0 (cf S) 1.00 0.90 0.80 0.70 0.60 Mo 0.40 0,30 0,20 0.10 000 1.00 0.90 0"80 0.70 0.60 0.50 0,40 0.30 0.20 0.10 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 15 U M 60 Hyd Na. 2 Time (miln) ilk . .......... 1.00 0.90 0"80 0.70 0.60 0.50 0,40 0.30 0.20 0.10 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 15 U M 60 Hyd Na. 2 Time (miln) 20 Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.23 H'yd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval peak volume hyd(s) elevation strge used description (origin) (cfs) (min) (min) (cult) (ft) (cult) 1 SCS Runoff 0.498 2 730 2,310 ---- ------ ... PREDEVELOPMENT 2 SCS Runoff 0.575 2 730 2,736 ---- --- ------ POST DEVELOPMENT 120348DA.gpw Return Pehod: 50 Year Thursday, Dec 13, 2012 Hydrograph Reporl Hydraflow Hydrographs by Intelisolve v9.23 Hyd. No. 1 JJ PWIEDEVELOPMENT M gvr*=HRMOIMMEMR��* , Time interval Drainage area Basin Slope Tc method Total precip. 9:1w*A"A*&W-&4A 0.0% TR55 8.88 in 24 hrs :11 u. 014 WAII XG] jo T, Tz- 11- ► M 41,11 Thursday, Dec 13, 2012 �W- Time to peak = 73O min Hyd, volume = 2,310 cuft Curve number = 76 Hydraulic lengith = 0 ft T'ime of conc. (Tc) = 11.40 min Distribution = Type III Shape factor = 300 Q (Cfs) Hyd. No. 1 -- 50 Year Q (Cfs) 0.50 - 0.50 0.45 0.45 0.40 OAO 0.35 0.35 0.30 0.30 0.25 0.25 020 - 0.20 0,15 0.15 0.10 - 0.10 0.05 0.05 Oe'010 0.00 -1 .............................. . ....... MO 0 120 240 360 480 600 720 8,40 960 1080 1200 1320 1440 1560 Hyd No 1 Time (min) 'W 1 iydrograph Report -iydrafiow Hydrographs by Intelisolve v9,23 Hyd. No. 2 POST DEVELOPMEVT Vill Time interval Drainage area Basin Slope Tc method Total precip. 0.0% TR55 4,,88 in it4 hrs W, Thursday, Dec 13, 2012 REW T'i�me to peak = 730 min Hyd. volume = 2,736 cuft Curve number = 85 Hydraulic length = 0 ft Time of conc., (Tc), = 11.60 min Distribution = Type I I I Shape factor = 300 0 (Cfs) Hyd. No. 2 -- 50 Year Q (Cfs) 1.00 1.100 0.90 0.90 0.80 0,80 0.70 0.70 0.60 0.60 0.50 0.50 0.40 - 0.40 i 0.30 0.30 0.20 0.20 0.10 0.10 0.00 ............. 0,00 0 120 240 360 480 600 720 840 960 11080 1200 1320 1440 1560 Hyd No. 2 Time (min) -1 Hm Hydi, Hydrograph Peak Time Time to Hyd. Inflow Maximum Total No. type flow interval peak volume hyd(s) elevation strge used (origin) (cf S) (min) (min) (tuft) (ft) (tuft) � I � SCS Runoff � 0,571 2 730 � 2,656 2 SCS Runoff 0.647 2 730 3,098 .... ------ 120348DA.gpw I Return Period: 100 Year 23 Hydraflow Hydrographs by I ntelisolve v9.23 Hydrograph description PREDEVELOPMENT POST DEVELOPMENT Thursday, Dec 13, 2012 Hydrograph Report '-lydraflow Hydrographs by �ntellsolve v9.23 Hyd. No. 1 PWEDEVELOPUEUT -fime interval Drainage area Basin Slope Tc met�hod Total precip. I 11711 V, 5" MI 0.0% TR55 9.84 in 24 hrs �0,1 IMM M] Thursday, Dec 13, 207'12 Rim Time to peak = 730 min Hyd. volume = 2,656 cuft Curve number = 76 Hydraulic length = 0 ft Time of conc. (Tc) = 11.40 min Distribution Type III Shape factor 30O Q (Cfs) Hyd. No. 1 100 Year Q (cf S) 1.00 - 1.00 0.90 0.90 0.80 0.80 0.70 0,70 0.60 0.60 0.50 . . .......... 0.50 OAO 0.40 0,30 0.30 0.20 0.20 0.10 0.10 .......... .... . . ..... 0.00 0,00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 ............ Hyd No, 1 Time (rnM) Hydrograph Report '-Iydraflow Hydrographs by Intelisolve v9,23 Hy•. No. 2 POSTDIEVELOPME111T 1111,1011W Mr. Basin Slope Tc met�hod Total precip. A� $- "M 01 WOR W11. 9 0.0%, TR55 9.84 in 24 hrs :L913MOMMAX61:217,14 i 4� Thursday, Dec 13, 2012 OEM= T�me to peak = 730 min Hycl, volume = 3,098 cuft Curve number = 85 Hydraulic length = 0 ft Time • conc. (Tc) = 11 .60 min Distribution = Type III Shape facto 00 Q (cf S) Hyd. No. 2 100 Year Q (Cfs) 1.00 - -- 1.00 0.90 0,90 0.80 OM 0.70 0.70 0.60 0.60 0.50 - 0.5,0 0.40 0.40 030 - 0.30 020 020 0.10 - 041, 0.10 0.00 - 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 I'll, ",! Hyd Na. 2 Time (min) WTIMPvt Fffu Hydraflow Hydrographs by Intelisolve v9.23 Return Period Intensity-Duration-Frequency Equation Coefficients (FHA) (Yrs) B D E (N/A) 1 47.7900 12.0000 0,7585 -------- 1 2 117.5700 20.0000 0.9086 -- - - - - -- 3 0.0000 0,0000 0.0000 -- - - - - -- 5 125.4600 1 23.0000 0.8696 1,97 10 126.1200 24.0000 0,8401 -- --- --- 25 167.1700 28.0000 0.8597 -- - - - - -- 50 191.5700 30-0000 0.8619 - - - - - -- 100 220,0000 32.0000 0.8671 ........ File name: savannah.IDF Intensity = B / (Tc + D)A E 0 Thursday, Dec 13, 2012 Return Period Intensity Values (in/hr) (Yrs) 5 min 10 15 20 25 ---- 30 35 40 45 so 55 60 1 5.57 4.58 3.92 3.45 3.09 2.81 2.58 2.39 2.23 2.09 1,97 1,86 2 6.31 5,.35 4.65 4,12 3.70 3.36 108 2.85 2,65 2,48 2.33 2.19 3 MO MO 0.00 MO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 6,92 6.00 5.31 4,76 4.33 3.97 3,67 3.42 3.20 3.01 2.84 2.69 10 7.45 6.52 5.81 525 4.80 4.42 4.10 3.83 3.60 3.39 3,21 3.05 25 8.27 7.33 6.59 6.00 5.51 5.09 4.75 4.44 4,18 3.95 3.74 3.56 50 8.94 7.97 7.20 6.58 6,06 5.62 5.25 4.92 4.64 4.39 4.16 3.96 100 9.61 8.61 7.81 7,15 6.61 6.14 5,74 5.39 5.09 4.82 4.58 4.36 Tc = firne in minutes. Values may exceed 60. Precin. file namp: SAVANNAH nr,.r) Rainfall Precipitation Table (in) Storm Distribution I -yr 2-yr 3-yr 5-yr I 0-yr 25-yr 50-yr I 00-yr SCS 24-hour 3.60 4.80 0.00 6,00 6.72 7.92 8,88 9.84 SCS 6-Hr 0.00 0.00 0.00 0.00 0-00 0.00 0.00 0.00 Huff-1st 0,00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Huff -2nd 0.00 0.00 0.00 0.00 0.00 0,00 0,00 0.00 Huff-3rd 0.00 MO 0.00 0.00 0.00 0.00 0.00 0.00 Huff-4th Om 0.00 0.00 0.00 0.00 OM 0,00 0.00 Huff-indy 0.00 0.00 0,00 0.00 0.00 0.010 0.00 0.00 Custom 0.00 4.80 0.00 6.00 6,72 7.92 8.88 9.84 h Soils Map » �«` ! a� . � � � �/! ��_ •b! �- �. . 2>_ �i ;11 ;- � _ . � - _ !> < . - -- ] »!� �� :�� _ �>;- \� / / %, . , . � � � : «, \ " a I A- 0 %p LOGAN STREET o 70 SITE 'Fry g 160 If 0 AAr 4t if VICINITY MAP LEGEND EXI. TING PEQEQM -WATER- -WATIER- WATER LINE WATER VALVE VALVE IN MH F H F _*F H FIRE HYDRANT S_ _ss --- SANITARY LINE SANITARY MANHOLE 0. SANITARY CLEANOUT -Fm- ----FM- FORCEMAIN BENCHMARK ----GAS- GAS LINE I.P.F. IRON PIN FOUND 0 I.P.S. IRON PIN SET 0 C.M.S. CONCRETE MONUMENT SET ■ C.M.F. CONCRETE MONUMENT FOUND EXI. TING PEQEQM -WATER- -WATIER- WATER LINE WATER VALVE VALVE IN MH F H F _*F H FIRE HYDRANT S_ _ss --- SANITARY LINE SANITARY MANHOLE 0. SANITARY CLEANOUT -Fm- ----FM- FORCEMAIN --GAS- ----GAS- GAS LINE _T_ T_ TELEPHONE LINE — -----E— ELECTRICAL LINE -OHPL- —C*iPL— OVERHEAD POWER LINE IN 11A GRATE INLET zjft�, CURB INLET 0 pp 0 Pp POWER POLE 0.0 LP *ia LP LIGHT POLE (o TELEPHONE BOX 10 ELECTRIC BOX _x x— —X X— CHAINED-LINK FENCE ___o___o_ --cl---cI _ MOD FENCE 49--g— SILT FENCE _12— —12— CONTOUR WOOD LINE R/R RAILROAD R/W RIGHT-OF-WAY FF FINISHED FLOOR ELEV Tc TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK TP TOP OF PAVEMENT FG FIELD GRADE RCP REINFORCED CONCRETE PIPE CMP CORRACATM UFTAI PIPF LEGEND BENCHMARK I.P.F. IRON PIN FOUND O I.P.S. IRON PIN SET ❑ C.M.S. CONCRETE MONUMENT SET ■ C.M.F. CONCRETE MONUMENT FOUND EXISTING PROPOSED — WATER— — WATER— WATER LINE WATER VALVE —Q-- VALVE IN MH j- FH FH FIRE HYDRANT —Ss— —SS -- SANITARY LINE --U— SANITARY MANHOLE C ° SANITARY CLEANOUT FM FM-- FORCEMAIN — GAS — —GAS— GAS LINE T T TELEPHONE LINE —E— ---E ELECTRICAL LINE -OHPL- —OHPL— OVERHEAD POWER LINE ® ® GRATE INLET ® CURB INLET o PP Q PP POWER POLE 0-0 LP On LP LIGHT POLE ED ® TELEPHONE BOX O ® ELECTRIC BOX -X—X- -X-X- CHAINED -LINK FENCE -�- -u- -- ice- -E}- WOOD FENCE - ®---®- -�--�- SILT FENCE 2 12 CONTOUR `mow WOOD LINE R/R RAILROAD R/W RIGHT -OF -WAY FF FINISHED FLOOR ELEV TC TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK TP TOP OF PAVEMENT FG FIELD GRADE RCP REINFORCED CONCRETE PIPE CMP CORRAGATED METAL PIPE TH. THROAT L AN S_ TREET M 3 WINITY MAP LEGEND BENCHMARK I.P.F. IRON PIN FOUND 0 I.P.S. IRON PIN SET ❑ C.M.S. CONCRETE MONUMENT SET ■ C.M.F. CONCRETE MONUMENT FOUND EXISTING PROPOSED — WATER — - -WATER-- WATER LINE --�-- --$-- WATER VALVE —� — VALVE IN MH FH FH FIRE HYDRANT — S5 — -Ss— SANITARY LINE --a-- SANITARY MANHOLE — C.O. — SANITARY CLEANOUT FM FM FORCEMAIN — GAS — —GAS— GAS LINE T T TELEPHONE LINE E ---E ELECTRICAL LINE —OHPL— - -CHPL— OVERHEAD POWER LINE ® ® GRATE INLET CURB INLET o PP 0 PP POWER POLE o-O LP 0.0 LP LIGHT POLE 7 ® TELEPHONE BOX D ® ELECTRIC BOX -x—x- -X-X- CHAINED -LINK FENCE - - - ❑--Cf- WOOD FENCE -® -�-- - 1� --1� -- SILT FENCE 12 12 CONTOUR WOOD LINE R f R RAILROAD R f W RIGHT -OF -WAY FF FINISHED FLOOR ELEV TC TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK TP TOP OF PAVEMENT FG FIELD GRADE RCP REINFORCED CONCRETE PIPE CMP CORRAGATED METAL PIPE d, I PIP X \TRINITY . MAP . BENCHMARK' I.P.F. IRON PIN FOUND 0. I.P.S. IRON. FIN SET * C.M.S. CONCRETE MONUMENT SET ■ QM.F CONCRETE MONUMENT FOUND ETIN q —.WATER,-;- -- WATER -- WATER LINE AM WATER VALVE ' VALVE IN MH FH FH FIRE HYDRANT _ SS ----- ---SS --- SANITARY LINE SANITARY MANHOLE SANITARY CLEANOUT M FORCEMAIN ---- GAS — . --- rAS GAS LINE ----T T TELEPHONE LINE ---- t M---•E ELECTRICAL LINE -- -ONP!— --OWPL OVERHEAT? POWER LINE In GRATE INLET CURB INLET 0 PP 0 PP POWER POLE -c-0 .LP 0a LP LIGHT POLE m ' ICI TELEPHONE BOX ® d ELECTRIC BOX CHAINED -UNK FENCE - CF -0- WOOD FENCE to �- - SILT FENCE 12-x- -- - 2— CONTOUR WOOD LINE R/R RAILROAD R;M RIGHT-OF-WAY FF FINISHED FLOOR ELEV TIC TOP OF CURS TG TOP OF GUTTER 7w TOP OF WALK TP TOP OF PAVEMENT FG FIELD GRADE i -1 l l A To, SITE R !4k 4444. p -VICINITY • MAP LEGEND - BENCHMARK o I.P.F. IRON PIN FOUNT) 0- I.P.S. IRON- PIN SET * C.M.S. CONCRETE MONUMENT SET • C.M.F. -CONCRETE MONUMENT FO_ UND IS III PToPOSIrD ---WATER-;- --- WATER -- WATER LINE WATER VALVE VALVE IN MH FH FH FIRE HYDRANT ... _. SS t—SANITARY LINE SANITARY MANHOLE SANITARY CL.EANOUT M — FM FORCEMAIN -- ---GAS . --- GAS-- GAS LINE T T TELEPHONE LINE ------ E— E ELECTRICAL LINE --OHFL —OMPL OVERHEAD POWER LINE In ATE INLET CU CURB INLET 0 PP 0 PP POWER POLE 00 -LP *1 LP LIGHT POLE ID ' 83 'TELEPHONE BOX ELECTRIC BOX -- x-- --x- -- —x x-- CHAINED --LINK FENCE -1 - -Ia- --T: -- WOOD FENCE - III --- - SILT FENCE —12' - --- 12 — CONTOUR rr�r mzl WOOD LINE R/R RAILROAD R]/W` RIGHT-OF-WAY FF FINISHED FLOUR ELEV TC 70P OF CURB TG TOP OF GUTTER TW TOP OF WALK ?P TOP OF PAVEMENT FG FIELD MADE rr�r mzl NY 0, L QGAN S7REET � ell, o SITE 4 Rjwj,: Q�k 4,4&4. \ACINITY. MAP LEES. BENCHMARK # I.R.F. IRON PIN FOUND 0 I.P.S. IRON. PIN SET - a C.M.S. CONCRETE MONUMENT SET ■ C.M.F. -CONCRETE MONUMENT FOUND —.WATER,-;- -- WA'IU— WATER LINE AOL WATER VALVE VALVE IN MH FH FH FIRE HYDRANT SANITARY LINE SANITARY MANHOLE SANITARY CIEANOUT —FM— FORCEMAIN —GAS— . ---GAS GAS LJNE - --- -T T TELEPHONE LINE ----- . E ELECTRICAL. LINE --�-Ot P�. -�--- ---- OMPL: --- OVERHEAD POWER LINE 0 GRATE INLET � CURB INLET 0 PP .0 PP POVAR POLE 0.0 .LP on L P LIGHT POLE Ea m TELEPHONE BOX m In ELECTRIC BOX —x—x— —X —x -- CHAINED -LINK FENCE — • WOOD FENCE -- Bt ---fm SILT FENCE' —12' 2— CONTOUR WOOD LINE R f R RAILROAD R f iii RIGliT -OF--WAY FF FINISHED FLOOR EL.+EV TC TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK TIC TOP OF PARENT I: G FIELD GRADE om ml :lmc!r%of%cn rw%if%mcvr . , tR ;10 SITE 0 yAk 44C VICINITY. MAP VATER-a- —WATEFt— WATER LINE WATER VALVE VALVE IN MH FH FIRE HYDRANT s SANITARY LINE SANITARY MANHOLE ,-XMOUT —FM— ----FM— FORCEMAIN BENCHMARK' 0 I.P.F. IRON PIN FOUND 0. I.P.S. IRON, PIN SET - 0 C.M.S. CONCRETE MONUMENT SET ■ C.M.F. -CONCRETE MONUMENT FOUND VATER-a- —WATEFt— WATER LINE WATER VALVE VALVE IN MH FH FIRE HYDRANT s SANITARY LINE SANITARY MANHOLE ,-XMOUT —FM— ----FM— FORCEMAIN —GAS— ---GAS— GAS LINE T_ T_ TELEPHONE LINE E - E, - " ELECTRICAL LINE —oiim— —oHPix— OVERHEAD POWER LINE (a 0 GRATE INLET - AM,,�, - CURB INLET 0 pp . 0 pp POWER POLE oa.LP 00 LF, LIGHT POLE m TELEPHONE BOX 91 ELECTRIC BOX x X_ -- x ---x -- CHAINED-LINK FENCE "Cl—Cl— WOOD FENCE SILT FENCE 12' 2— CONTOUR WOOD LINE R/R RAILROAD W/W RlGliT-OF WAY FF FINISHED FLOOR ELEV Tc TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK TP TOP OF PAVEMENT FG FIELD GRADE 0145 w 0 LOGAIV STREET SITE 'R - VICINITY . MAP LEGEND D . BENCHMARK ' O I.P.F. IRON PIN FOUND 0. I.P.S. IRON PIN SET CI C.M.S. CONCRETE MONUMENT SET S G.M.F. -CONCRETE MONUMENT FOUND Clot PROPOEL ----:WATER--;- -WATER- WATER LINE ---- -- WATER VALVE ' VALVE IN MH F'H FH ' FIRE HYDRANT ._; _. . .._... SANITARY LINE SANITARY MANHOLE - SANITARY CLEANOUT -FM- FM- FORRCEMAIN ----OAS- . ---GAS- GAS LINE T T TELEPHONE LIFE --- --If -- £ ELECTRICAL LINE' -- OHPL- --OMPL OVERHEAD POWER LINE 19 GRATE INLET zM�, - ' CURB INLET 0 PP O PP POWER POLE *.a .LP 00 LID LIGHT POLE # lb 'TELEPHONE BOX i lI ELECTRIC BOX -X ___. x CHAINED -LINK FENCE �- WOOD FENCE -- o D31 -- SILT FENCE -12-6- - -- -t2- CONTOUR - WOOD LINE RJR RAILROAD R/W RIGHT -OF --WAY FF FINISHED FLOOR ELEV TC TOP OF CURB TG TOP OF GUTTER T ` TOP OF WALK TP TAP OF PAVEMENT a` L cf' OGAN STREET vL �� ti T I SITE � VICINITY MAP ]' RA LEGEND BENCHMARK C I.P.F. IRON PIN FOUND 0 I.P.S. IRON PIN SET * C.M.S. CONCRETE MONUMENT SET ■ C.M.F. CONCRETE MONUMENT FOUND EXISTING PR.QPOSED — WATER -- -- WATER — WATER LINE -- -�$- -- WATER VALVE VALVE IN MH FH FH FIRE HYDRANT --SS — - ----SS -- SANITARY LINE SANITARY MANHOLE ' SANITARY CLEANOUT ---FM FM-- -- FORCEMAIN --- GGAS --- -- GAS- -- GAS UNE T T TELEPHONE LINE ----E --E ELECTRICAL UNE - -OHPL— -- OHPL -- OVERHEAD POWER LINE ® ® GRATE INLET ZION zms, CURB INLET 0 PP 0 PP POWER POLE 0-0 LP of LP LIGHT POLE © ® TELEPHONE BOX 93 ELECTRIC BOX --x- --x — —x-- -x -- CHAINED —LINK FENCE -- C.I —I}— �-- WOOD FENCE —tI$ .... -- -�--�— SILT FENCE 12 12 CONTOUR WOOD LINE RfR RAILROAD R%W RIGHT —OF —WAY FF FINISHED FLOOR ELEV TC TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK A 0 LOGAN STREET ss�l 11 —111-141 Y, Po SITE d I? z Iq Ar 0 GI VICINITY MAP LEGEND BENCHMARK I.P.F. IRON PIN FOUND 0 I.P.S. IRON PIN SET 0 C.M.S. CONCRETE MONUMENT SET ■ C.M.F. CONCRETE MONUMENT FOUND EXISTING PROPOSED —WATER— —WATER— WATER LINE 0 - WATER VALVE 4— Am VALVE IN MH )0- FH FH FIRE HYDRANT _ss §S SANITARY LINE SANITARY MANHOLE 0. SANITARY CLEANOUT —FM-- —FM— FORCEMAIN --GAS— ----GAS— GAS LINE -T— —T— TELEPHONE LINE -E— E ELECTRICAL UNE —OHPL— —OHPL— OVERHEAD POWER LINE m El . . GRATE INLET A -15 N IM, CURB INLET 0 pp 0 PP POWER POLE 0-0 LP an LIP LIGHT POLE TELEPHONE BOX ELECTRIC BOX —X—X—, - -X---X CHAINED-LINK FENCE -- o ---0 -- WOOD FENCE SILT FENCE —12— —12— CONTOUR `� WOOD LINE R/R RAILROAD R/W RMT-OF-WAY FF FINISHED FLOOR ELEV Tc TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK TP TnP OF PAWMCKIT A 0 LOGAN STREET .r,� �,.c4 .c+r,�� S -� -��� It xt 41 70 SITE idu GF VICINITY MAP LEGEND BENCHMARK 0 I.P.F. IRON PIN FOUND 0 I.P.S. IRON PIN SET ❑ C.M.S. CONCRETE MONUMENT SET ■ C.M.F. CONCRETE MONUMENT FOUND EXISTING PE!QPOSED —WATER— —WATER— WATER LINE WATER VALVE VALVE IN MH FH FH FIRE HYDRANT SANITARY LINE SANITARY MANHOLE SANITARY CLEANOUT —FM— ----FM— FORCEMAIN AS- OAS— GAS LINE -T— —T— TELEPHONE LINE -E— E ELECTRICAL LINE -OHPL- —OHPL— OVERHEAD POWER LINE In In I GRATE INLET Zrivill, AMS, CURB INLET 0 pp 0 PP POWER POLE 0-0 LP *a LP LIGHT POLE TELEPHONE BOX ELECTRIC BOX - -x-- -x —X CHAINED-LINK FENCE --0 --- Cl-- --0--13— WOOD FENCE 0 m SILT FENCE —12— —12— CONTOUR WOOD LINE R/R RAILROAD R/W RIGHT-OF-WAY FF FINISHED FLOOR ELEV Tc TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK LOGAN STREET M wy ro, SITE U 4� ii O '4k 4A,V D ' GI VICINITY MAP LEGEND BENCHMARK c I.P.F. IRON PIN FOUND 0 I.P.S. IRON PIN SET © C.M.S. CONCRETE MONUMENT SET Ill C.M.F. CONCRETE MONUMENT FOUND EXISTING PROPOSED -- WATER -- - -WATER -- WATER LINE WATER VALVE VALVE IN MH FH FH FIRE HYDRANT _ SS --- -- SANITARY LINE - -}-- -- -- ----- SANITARY MANHOLE Qc o. --- SANITARY CLEANOUT --FM -- ---FM FORCEMAIN --- -GAS -- --GAS— GAS LINE T T TELEPHONE LINE ---- -E ---E ELECTRICAL LINE - --OHPL ---- CIHPI_ --- OVERHEAD POWER LINE Ell ® GRATE INLET CURB INLET d PP O PP POWER POLE 0-0 LP *i LP LIGHT POLE p in TELEPHONE BOX © ® ELECTRIC BOIL _x_x — -- X—x -- CHAINED —LINK FENCE -- I�- --CT -- -- Gh —L'T -- WOOD FENCE --- �--� -- - -�-- -a SILT FENCE 12 12 CONTOUR � WOOD LINE R f R RAILROAD RJW RIGHT - -OF —WAY FF FINISHED FLOOR ELEV TC TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK ALL CON34TRUCTION MUBT COMPLY WITH THE SETD--"t4C c--AND THE IRC ONE AND TWO FAUKA' DWELLING CODE--jj0o—(oED1T10N AND SUATZ, OF GEORGIAA T All insulations Must comply with Tice Geofghl StatEnergy Code f-�t 1� EdltIo. and State of Ge0y9la Amendments 4" installations Must .'", "' "I V With The International PIUMbInt Edition and Statg 4k AMendments A& w 9 W3 mc 2 WHITE OAK LANE TYBEE ISLAND, GA SERVICE EQUIPMENT MEANS NEC.I&Lj 2 Means shall be prove conductors In a buildii from the service-entra a a a cv �lihl ql', PORI -t0 -01i 151-411 I In a _4 1 m 1 R r 2NO FL. GLE. NOT Ii! ....... _,,,, .... _ LA Efilt r__________ I I �II I 1 I I tit I I I�1 i I T/ - TOP OR TOP OF FTG - FOOTING SF - STEP FOOTING (LOCATION CONC - CONCRETE WWM - WELDED WIRE MESH CMU - CONCRETE MASONRY UNI' STL - STRUCTURAL STEEL OR O.C. - ON CENTER (SPACING) PSI - POUNDS PER SQUARE IN( TYP - TYPICAL X - READ AS 'BY' CLR - CLEAR SQ - SQUARE DEG - DEGREE OR DEGREES E.W. - EACH WAY UNO - UNLESS NOTED OTHERWIS TD - TREATED, PRESSURE TRE) CONT - CONTINUOUS W/ - WITH W /OUT - NTH OUT A. BOLTS - ANCHOR BOLTS OR BOLT 0 - READ AS 'AT' F - PLATE REINF - REINFORCING SHTHG - SHEATHING, GENERALLY P DIA - DIAMETER GEOTECHNICAL REPORTS: IF A SPECIFIC REI THE PLANS HAVE BEEN DESIGNED BASED ON RESPONSIBILITY OF THE OWNER TO RETAIN A ENGINEER WHO SHALL PERFORM INVESTIGATI( CONDITIONS ARE AT LEAST THAT WHICH ARE ANY AND ALL FILL SHALL BE ENGINEERED 1=1 ADHERENCE NTH THE PROJECT GEOTECHNICE CAN AND WILL INDUCE SETTLEMENTS. PLACI OF A GEOTECHNICAL ENGINEER IS PROHIBITE[ LIFTS NOT TO EXCEED 8 INCHES, LOOSE MEA BE COMPACTED TO WITHIN 95% OF THE MODI DENSITY PRIOR TO PROCEEDING WITH THE NE ALL SLABS ON GRADE, UNLESS NOTED OR RI PROJECT GEOTECHNICAL ENGINEER, SHALL BE OR SUBGRADE. ALL SLABS SHALL BE PLACE VP SHALL BE INSTALLED IN A SMOOTH COND 12 INCHES. REPAIR ANY AND ALL PUNCTURE; THE GENERAL CONTRACTOR SHALL RETAIN WINDOW CORNER PLACEMENT SOUTHERN CONS1.11.71146, MIC. HAS REVWWED THE EXTERIOR SHEAR WAILS AND 7HE WINDOW PLACEMENT WITH RESPECT TO THE CORNERS AND HAVE FOUND THEM ACCEPTABLE AS SHOWN. FROM A STRUCWRAL LAWAAL FORCE PERSPECrJL EXTERIOR WALL FRAMING SCHEDULE WALL PLATE HEIGHT STUD LOCATION STUD SIZE / SPACN '). WALLS LESS THAN 8=6 INTERIOR & CORNERS 2X4'S AT 16" D.C. W -10" PLATE HEIGHT GREATER THAN 4' FROM CORNERS 2XVS AT 16" D.C. V -i0" PLATE HOW LESS THAN 4' FROM CORNERS 2X43 AT 12" D.G. It -11" TO 12' -D" WALL INTERIOR & CORNERS 2X6'3 AT 16" D.C. 12' -1" AND GREATER INTERIOR & CORNERS SEE ENGINEER to WALL STUD SIZE AND SPACMNG AS A MINIMUM. USE THAT MOWN HEI;0N OR IN ARCH'L DRAWINGS IF LARGER STUDS OR TIGHTER SPACING IS REQUIRED FOR ARCHITECTURAL OR COMPONENT ATTACHMENT REASONS. Lm rpm I] mmo GROUT ALL REINFORCED CELLS SOLID WITH 3000 PSI PEA GRAVEL CONC. Sr CMU VWTH #5'S AT 32" O.C. AND 3/16" DUR —O —WALL AT 16' O.C. rAlMi _z GRAQE � as ` -3 #5'S CONT. IN BOTTOM 2' -0` CONT. TYP. WALL FOOTING D STUDS SUPPORTING ROC ABOVE. SIMPSON CS18X24" STR. D.C. BETWEEN STUD AN 3EAM BELOW. PROVIDE N PLYWOOD SUBFLOOR =OR STRAIGHT AND PRC NSTALLATION. 3EAM OR HEADER ELEM A WALL THAT SUPPORT ROM ABOVE. SIMPSCNd CS18X24 CND E DF POST SUPPORTING E "OST TO BE ANWRED AS SHOWN HEREIN OR 1 _TT20B. BOTTOM UPLIF SHALL BE ATTACHED TC OR CONCRETE FOUAIDAT