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Home My Public Portal About06-0480 1010 HIGHWAY 80_1of2.pdfDec 04 07 09:27a &CHWELL DESIGN SERVICES, INC. IE70 NASSAU DRIVE SAVANNAH, 0 CORSIA 37410 697 - 69.32 -)ErE LAH&USta December 4, 200( 7 Bratiji �n Allerl PlanAng and 7bnIng Tybee Island, Georgia Re: 1010 Highway 90 New Carrie Efird Office Building Tybee Island, Georgia a ( pV4 V ED This letter is at the request of Tybee Island personel to verify a maintenance program of the new pourous concrete pavement at the above referenced site. As per the approved drawings : The maintenance of the pourous concrete will include low-pressure ammonia washing every 6 months and vacuuming by a street sweeper every 12 months. Maintenance shall be performed more frequently if clogging or reduced pen-neabilily of pores is observed. We hope this complies with your request and if you should require more infort-nation please do not hesitate to contact us. Sincerely. Scott Efird 05 67 �(7 0()A .� CL "j I approve of osed the common drainage area as prop by both parties on the property li between 1010 Hwy 80 and 1006 Hwy 80. 1 Am Caster -Owner-1010 Hwy gO Carrie Efird Owner — 10 10 Hwy 80 Date_� To: Jim Stone and Lyn Walsh; Owners of 1006 Hwy 80 From - Amy Caster and Carrie Efird : Owners of 1010 Hwy 80 and Scott Efird : Contractor with the Cottage Company Inc. I approve of osed the common drainage area as prop by both parties on the property li between 1010 Hwy 80 and 1006 Hwy 80. 1 Am Caster -Owner-1010 Hwy gO Carrie Efird Owner — 10 10 Hwy 80 Date_� ( I I I " N' () F TY13 EE' 1 S I . A N 1) �W' 1614 N I I DATE COMPLETED: 12/11/07 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. PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT ADDRESS, CONTACT CITY STATE ZIP PROPERTY ADDRESS 06-0480 NEW COMMERCIAL BUILDING P TYBEE VACATION RENTALS PO BOX 402 TYBEEISLAND GA 31328, 1010 H 80 EAST APPROVED BY: . .. . ... F". 0. Box 2749 403 Butici Axemic , Fybee Island, Georgia 31328 (912)1786 ...4573 - FAX (912) 786-5737 VVWVVxfty0rtyhee.(r)rg ova +`�, ("CIN OFINBEE ISLAND BUILDING PERMIT DRAINAC.'E, 11EXIEW FV�J�,' RATE ISS I Wit I VI I M? PERMITW UmWgo WORK DESCRIPTION. NENNI COMMERCIAL BUILDING' 'WORK LOCATION: 1010 11WIl 80 EAST OWNER NAME' TYBEE VA('ATW)N RENTALS ADDRESS FLU BOX 402 (1TV, ST, ZIP TYBEE IS (-'A 31328-0402 111IONL'NUNIBER 9124860853 (UNTRACTOR NAME THE CUTYAGE (11NIPAN'N' .ADDRESS PA) BOX 2947 (TTV STATE ZI P TYREE ISLAND G'A 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 5643 (Kt11PANCV1VPE 1) TOTAL FERA CHARGED " 11A C2 PROPERTY H)ENT11"ICA"TION 8 PIZOJFC'T VALUATION MUM00110 DRAINA(Al REVIEVV FEE TOTAL VALAN'C'E, D1qQ S 225.1111 [1 h unclerwond Mai 900spermh is gmwled Ow Kibler mHl a I odd blues comP4 QM the zoning, subdivisk, Blood con"or, buHdhig, Arc, soil and Wnwmnii an a ohm do marshlands pmm&nwW A w-epi-wee don orl no nms and codes "hiciller ]local, state a r fedvrall,, ill ChNdi n g all environmental hms and regulations mien applicable. subsvquen invuers sh"hi be inAwnud"hal any allCMIWBb hl dw IMPAY111 null he uppvved by the ismunce al another huHdhg permit, P"nM holy agrees to hold We (%nAQtvv Island hormins on any runwirualml ca"Ted by Mis 1wrink, 116 pernih nmW he "Med M a camocumm ioubon W uw sm" f MMM, aauW ,W,Wd k,, d, ,,k, rr jLsr Ile 0. Init is not ,lcd "ark mill he staIMpY Ile hu=g conomckw m rephim nwh pmhw md wMer Wken durbW c-owwlion, Thk permit "ill he %,okkql unless "orh has hefinn %mitbill l% n1lonflis ol, the daw of issuancer, 0 SWnMmv Of Btrildhig Inspecim- ur Aulliorind Agoo: R I I Wn 2019 03 Bn&i Awme, rpm Umm (IMw m us (9 l 2) 79(0 15 73 FA I9 t 2) '186 5737 wwwAqdbww,0vg DATE ISSUED: 10/29/8I7 NVORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS C:ITV4 S' ➢°9 x",111 PlIC)1` E NUMBER C"'tINI'RAC "T(II (NAME ADDRESS MY STATE ZIP BUILDING VALUATION SQUAREFOOTAGE OC"CI IAA C Y 'I' 'P TOTAL FEES CHARCED ImR()P1a'RTY 11 ➢ECd "1"IFKATION #' I'IICIJECT A'AI.I.IA'➢ K)N 4 ;F��Wy�iIIIII��I�IIIIIIOq�Ip�y II BUILDING PERMIT NEW C'CDfAIVIERC "I,A1., BUILDING 1010 IINVY 801 EAST °I "YI'3EE VAC" A°I°ION RENTALS P.O. BOX 402 I S'l1I! E IS GA 3132N4402 THE C't1 17 AQ A E COMPANY I'r CI BOX 2947 'I'Yllly`E IS!a%NlI CAA 31328 64 1, S I81,$1�17rr81td REMMMUMMMMUM PERMIT #. 060 480 gyp P 4 ti, Pr'iIl'HI'V I I k: i % IN "V li II, Ir. TOTAL .ALAN( I:I)UEL S 7, ;i &. ➢186 It is mmdarstood Iirmt if this I)urmriI is grmml the Iharilder a'addd aai of tinmos rump] y with the zoning;, smhd'rvisiom, flood comtr'o'd, building, fire, wail and sedinwmtaatirrm, rvcthmads, mmnrs &n& pmIlc°ctiom and sdnorc larolect% aarWrIaunnces and d caaedes as hei ter locsrd, strac or d't°tler°aad, including radii environmacmtaal laws and regrilaations owncem applicable, smlasaqureml oro II,ners should be inforn red that any alterations to the Iarodaerly must be aultdaw°gawd by the iwsYn mee nra nw her darnidkdirat, punt. Pun hokW aulyrt°rs to hoM the (sy of "T'y'hev Island h;aa• nIns on any coans'tr"liont covered by this dnermil, This permnld "MM he pmWd in as 4'Slras lemmas Mention ntion rm Ow lr o tYt d7amlAW amid d roiected from the w'deialen ir this 1rC°Y"nnnl't Is not posirdt murk "ill he stopped, The buildmnp ctYrYtr'mctor will red Nev curb paving and g,nller broken during 4°onMrmd".d", TMs permit will he voided' nmltss tt'4 rk has hegonm w'iIJMiYn six moomtlts of t,h,e dtnte of dssmarmce, Sigldadttt•t`* t91 °Building Inspector or Adatherd°dza °tl Ag1t~111: r I ......r........._ 14L A, C �I " 2M 9 - 03 Butde lar4a'hec tihd t a rW MN � (' a9d2i7ldt -457fi- FAX dI)1�2'79d6.573r7 svwwrtw.cdtyo t,ybce.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31406 Tel. (912) 365-7262 Fax (912) 352-7787 daviseng i nc(@btl lsouth. net Diane Otto City of Tybee Island P.0, Be 2749 Tybee Island, GA 31328 Phone (912) 7864573 Fax. E091�� RE: Carrie Efird Office Building Project Highway 80 December 1.00 hours Two site visits 0.50 hours Asbullt review 1.50 hours @ $150/hour = $225 Total Due This Invoice C)- CA CL 4-0 1 4-3" ,mnrat 4-a ck proovrWOU)WS, f A'N 1 RECEIVED Aaz(z-- 0, RECEIVED - I October 25, 2007 Invoice #206010602 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 7864573 Fax: (912) 786-9539 RE: Carrie Efird Office Building Project Highway 80 PIN 4-0026-11-004 October 2007 1 .00 hours Two site visits October 16, 2007 0,26 hours Drainage Report approval October 2007 0.25 hours Review of revised plan October 19, 2007 0.50 hours Email and communication with Owner & Engineer October 25, 2007 0.50 hours Review of final revision & concurrence letter (2060160D) 2.50 hours @ $150thour:= $375 Total Due This Invoice bro. V�T% n Dianne Otto From: Joe Wilson Sent: Friday, December 07, 2007 3:32 PIM, To: davisenginc@blellsouth.net; Brannyn G. Men Cc: Dianne Otto Subject: RE: 3 C) D I revisited th s site and c',oncurred H'iat it was' complk'A, rug-- Frorw, Joe Wilson SeinL� Fri 121712007 10!31 AM lb: net; Brannyn Men Dianne Otto Sul)ject: RE: I he r`4esvverevisa ted this am-i, with or acceptaince note('I': 1405 Sok)rnon Ave, AppewS k) lx a reb,',�rntion in Lhe N,E. cm net of U1, Ne(,.,d to review ovewIl drainage phrr, Bra"Sli,vl (.0ndos Catch basins ne�.-,xl (.1eaning, inw,"its, zwd p pes r,-ut flk.rsh WI)Nafl, Sump purnp')Mdng needs to be incased, 1.204 St,cond Ave, May J 01.0 Hwy 80 Pipes in ('atch basin need to be lit flush with wall, I Ple SOLJUIIIkk,a (MarMv.,Jde) irneeds soil stabili/ation, I will this pn, fw cornpijjjnclfn. 1408 Fifth Ave, , O° kay. /103 Fenth St. .... Soil needs to ble, sta[)rkzed next to marsh (Westskle). Needs deHniation i,:)f on [Hasllsi& "C Mg nai Message: - Roim: (lavi�eiigii,ic@bellsotAtli,,v-i(.?t Sent: Fiil 1.2/7/2007 74LI AM T(,'): Brannyn ('n, Allen (`C: 30E WPSOrlp Dianne Otto SIUIDJEXJL�� P ease pdntand (:Mi n'w q)on rt',:'rce4.)t, (595,7262 Clownel Page I of 'I Dianine Otto From: Brannyn G. Allen Sent: Friday, November 30, 2007 3:16 PM To: 'lahbos@belIsouth.net Cc: Dianne Otto Subject: FW: Efird Gaster Office Buildnin,g Mark -- Please see Downer's comments below I (Jrolj"l think there is any ling that cannot be handled. Ptease Iet me know if you Itave any, questions. M= Brannyn G, Allen Planning, Zoning and Economic Development Director ("ity ofTybee Island 403 Butter Avenue P,O, Box 2749 Tybee Island, Georgia 31328 Phone: 912,786,4573 ext. W7 Fax- 912.796.9539 - - - -- Original Message----- From: davisenginc@bellsouth.net [manto.davisenginc@bellsouthi.net] Sent!: Friday, November 30, 2007 3:13, PM To: Brannyn G. Allen Cc: Joe Wilson Subject: Efird Gaster Office Buildning At the site inspection today with you and Joe the following items were discussed with the Owner. 1) The border shown around the porous concrete must be installed as shown on the plans. The Owner advised the Engineer would recommend substituting 6" deep by 8" wide. The 3 of us agreed we would approve such a request, 2) The minor swale on the east side toward the marsh must be installed. The Owner advised he would provide written consent from the adjacent property owner to the east. We agreed that if the Engineer requested a common swale and there was written consent by both property owners we would approve this. 3) Testing of the concrete (porous and standard) is required. I have attached a marked up copy of the City of Savannah's technical specifications. Due to the small areas of pours, I see no need to require more than one test per day. (3 are required by Say.) 4) Field work for asbuilts was in progress while we were there. We reminded the Owner of the requirement to complete final asbuilts. 5) The Owner advised finished grading and final stabilization would be achieved early next week. The Owner requested we return next Tuesday morning to reinspect the site. Due to the completcion at that time we may not be able to complete a final inspection. Obviously with pavemetn still curing, striping has not been completed. Other items such as handicapped signage need to be inspected. Please advise if you have any questions regarding the above. 12/03/2007 4 AIJ pavement areas be striped shal-1, be thoroughly cleaned. -leaning isay V--� accomplished by the use of hand bro(:)m,s, rotary brooms, air blasts, scrapers or other approved methods which leave the paving surface thoroughly clean and �,i,ndamaqed. Particular care shall be, taken to remove all vegetation and road film front the area to be striped. 3 e gme n t s () f the Th e r mo p -L a s t.-.L c T r a f f i c Stripe Project which have been placed in conformance with the Plans and Specifications may be accepted, if satisfactory, thirty (30) days after completion of all work required in 'that segment and the Contractor will. be relieved of any further maintenance on such segments. En The producers of the ThermopItastic compound and glass spheres shall furnish to the City 6 copies of certified test reports showing results of all tests specified herein, and shall further certify that the materials meet all requirements of this Section. Final. acceptance, however, will be contingent, upon satisfactory test results of samples obta.'J,.ned after delivery,. 7. Warranly: Thn Contractor sl)all transfer t-.,o -the City the warranty an Thermoplastic materials issued by the Manufacturer. The Contractor shall also furnish the City the normal warranty for application. These warranties shall specify the guaranteed retainage of material for a stated period beginning with the application date, KU _ENS' RARRAMY AMEN x 3.01 SCOPE OF WORK: The work to be completed under this section includes the furnishing of all labor, materials, and equipment necessary for construction of the pervious concrete pavement subjected to light traffic loading as recommended by the Georgia Concrete and Products Association and the Georgia Npartment of Transportation (GDOT) Standard Specif icat ions for Construct-ion of Roads and Bridges. Contractor is -to place, joint and cure two -test panels, each to be a minimum of 225 sq. f t. , at the required faro ect thi cknes s to demonstrate to the Engineer' s satisf action that in-place unit weights can be achieved and a satisfactory pavement can be installed at the site location. 02600-21. D Test panjAz may be placed, at any of the c�ecif ied portlan d cement pa ,,-zvious locations., Test panels' -,iall be tested for thickness in accordance with ASTM C 42; void structure in accordance with ASTM C 138; and for core unit weight in accordance with ASTM C 140, paragraph 6.3. E. Satisfactory performance of the test panels will, be determined by: 1'. Compacted thickness no less than 1/4" of specified thickness 2. Void Structure. 1.5% minimum, 21% maximum 3 Unit weight plus or minus 5 pcf of the design unit weight, If measured void structure falls below 15% or if measured thickness is greater than 114" less than the specified thickness or if measured weight falls less than 5 pcf design unit weight, the test panel shall be removed at 'the contractor's expense and disposed of in an approved landfill. G. If the test panel meets the above mentioned requirements, it can be left in-place and included in the completed work. Contractor shall furnish a proposed mix design with proportions of materials to Owner prior to commencement of work. The data shall. incl-ude unit weights determined in accordance with AST M C 29 Paragraph 11, "Jigging Procedure." A. Cement: Portland Cement Type I or II conforming 'to ASTM C 150 or Portland Cement Type IP or IS conforming to ASTM C 595. Aggregate: Use Georgia Department of Transportation (GDOT) No. 89 coarse: aggregate (31'8 'to No. 50) per ASTM D 448. If other gradation of aggregate is to be used, submit data on proposed material to owner for approval. C. it Entraining Agent: Shall comply with AST M C 260. E. Achnixtures: Type A Water Reducing Admixtures AST M C 494 Type B Retarding ASTM C 494 Type D Water Reducing/Retarding ASTM C 494 Also, a - ydra-tion stabil-J,ze.'r, can br utiI.J.zed and is recommeii-ed in the design and produ,.,,..ion of pervious concrete. This stabilizer suspends cement hydrat."Lon by forming a protective barrier around the cementitious partic'"Les, which delays the particles from achiev.ing -ind,tia.l. set. T'he admixture's primary function should be as a hydration stabilizer, however, it must also meet 'the requirements of ASTM C 494 Type B Retarding or Type D Water Reducing/Retarding admixtures. 3,05 PROPORTIONS: A. Cement Content: For pavements subjected to vehicular traffics loading, the -total cementitious material shall riot. be less than 600 lbs. per cu. yd. B. Aggregate Content: The voluine of aggregate per cu. yd. shall. be equal. to 27 cu., ft,. when calculated as a function of the unit weight determined -!,.ri accordance with ASTM C 29 "Jigg'i'mg Procedure." Fine aggregate, if used, should not exceed 3 cu. ft. and shall be included in the total, aggregate volume. C. Admixtures: Shall be used in accordance with the manufacturer's instructions and recommendations. D. Mix Water: Mix water shall be such that the cement paste displays a wet, metallic sheen without causing the paste to flow from the aggregate. (Mix water yielding a cement paste with a dulldry appearance has sufficient water for hydration.) A. Subgrade Material , The top 6 inches shall be composed of granular or gravely soil that is predominantly sandy with no more than a moderate amount of silt or clay. B. Subgrade Permeability: Prior to placement of Portland Cement Pervious Pavement, the subgrade shall be tested for rate of permeability by double ring infiltrometer, or other suitable test of subgrade soil permeability. The tested permeability must reasonably compare to the design permeability. C Subgrade Support: The subgrade shall be compacted by a mechanical vibratory compactor to a minimum density of 92% of a maximum dry density as established by ASTM D 1557 or AAS1110 T IBO. Subgrade stab.ilizatiOrl 3ha"11, riot be permitted. If fill mater.i.al (embankinent) is required to bring the subgrade to final. elevation, it sha.1.1 be clean and free of deleterious materials. It shall be placed in 8 inch maximum layers, and compacted by a mechanical vibratory compactor to a ininimum density of 92% of a maximum dry density as established by ASTM D 1557 or AASHTO 'J." 180. 026001--23 3A6.4 Subgradfe Support : The subgrade shall,e'.me compacted by a mechaniu,,rl vibratory compactor to a min�._muM density, of 92% of a maximum dry density as established by ASS' M D 1557 or AASHTO T 180. Subgrade stabilization shall. not be permitted. If fil]. material (embankm(-,�nt) is required to bring the si.-ibgrade to final elevation, it shall be clean and free of deleterious inaterials. It shall. be placed in 8 inch maximum layers, and compacted by a mechanical vibratory compactor to a minimum density of 92% of a max.-imu.m dry density as established by ASTM Cl 1.557 or AASHTO T A. Mix Time: Truck mixers shall be operated at the speed designated as mixing speed by the manufacturer for '75 to 100 revolutions of the drum. B. Transportation: The portland cement aggregate mixture may be transported or mixed on site and should be used within one (1) hour of the introduction of mix water, unless otherwise approved by an engineer. This time can be increased to 910 minutes when ut-ilizing the hydration stabilizer specified in Section 205. C. Discharge: Each mixer -truck will be inspected for appearance of concrete unif o.rmity according to Section 304 . Water may be added to obtain the required -mix consistency. A minimum of 20 revolutions at the manufacturer's designated mixing speed shall be required following any addition of water to the m.ix. Discharge shall be a continuous operation and sha.11 be completed as quickly as possible. Concrete shall be deposit<-_ad as close to its f-J-nal position as practicable- and such that fresh concrete enters 'the mass of previously placed concrete. The practice of discharging onto subgrade and pulling or shoveling to final placement is not allowed. D. Placing and Finishing Equipment- Unless otherwise approved b the Owaax in writina, lil,110,fil' WO owing compac unit that will provide ith If placing equipment does not provide' the minimum specified vertical force, a full width roller or other full width compaction device that provides suf f icient compactive effort shall be used immediately following the strike-off ope.r.'ation. After mechanical or other approved strike-off and compaction operation., no other finishing operation wi,",Ll be allowed. I.f vibration, internal or surface applied, is used, it shall be shut off immediately when forward progress is halted for any reason. The contractor be restricted to pavement placement widths of a maximum of fifteen (.15' ) 02600--24 feet, u.n] -s the contractor can demonst to competence to provide yavement: placement-. widths great _.r_- than the Xnaxim.-uni specified to the satisfaction of the Engineer. E Curing. Curing procedures shall begin within 20 minutes after the final pl.acemeut operations. The pavement surface shall be covered with a minimum six (6) mil thick polyethylene sheet or other approved covering material.. . Prior to covering, a fog or light mist shall be sprayed above -the surface when required due to ambient conditions (temperature, wind, and humidity) . The cover shall. overlap all exposed edges and shall be secured (without using dirt or stone) to prevent dislocation due to winds or adjacent traffic conditions. 15 Cure Time: 1. Portland Cement Type I, II or IS 7 days minimum 2. Portland Cement Type I or Type IP 10 days riJ..nimurn 3. No truck traffic shall allowed for 10 days (no passenger car/light trucks for 7 days) . the procedure should begin as soon as the pavement has hardened, sufficiently to prevent raveling aand uncontroll.Ed cracking (normally after curing) . Transverse const:ruct.'ton joints shall be installed whenever p.-lacing is suspended a sufficient length of time that concrete may begin to harden. In. order to assure aggregate bond at construction joints, a bonding agent suitable for bonding fresh concrete to existing concrete shall be brushed, rolled, or sprayed on the existing pavement suxface edge. Isolation (expansion) joints will not be used except when pavement is atbutting slabs or other adjoining structures. 3.08 TESTING, INSPECTION AND ACCEPTANCE: 1 U, p(�P Rog 000 01 Ol� l� 1W, I XIF,"� P, 4 Te testing loratory shall conform to the quirements of ASTM E 329, Standard Recorranerided k:?ractice for Inspection, and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction, and ASTM C 1017, Standard Practice for Testing Concrete and Concrete Aggregates for Use in ConstrucLi on, and Criteria for Laboratory Evaluation, and shall be inspected _nspected and accredited by the Concrete Advisory Board of Georgia, Inc. or by an equivalent recognized national authority. 02600-25 KIN The age- of the testing laboratory -)erforin-Lng field samplin(, and -testing for concrete shall -,e certified by the Arne r,,,Lca,n Concrete Instil-ute as a Concrete Field Testing Technician Grade I, or by a recognized state or national authority for an equivalent -level of competence. of the subgrade is required I �60 t o P determine percent passing the No. 2 U sieve per ASTM C 117. qj h��of pervious cone 172 and ASTM C 29 to verify unit weight shall be conducted. Delivered unit weights are to be determined in accordance with ASTM C 29 using a 0.25 cubic foot cylindrical metal measure,. The measure is to be filled and compacted in accordance with ASTM C 29 Paragr.aph "Jigging Procedure." The Linit weight of the delivered concrete shall be - 5 pcf of the design unit weight. Test panels shall have two cores taken from each panel in accordance with ASTM C 42 at a minimum of seven (7) days after placement of the pervious concrete. The cores shall be measured for thickness, void structure, and unit weight. Untrimrned, hardened core samples shall, be used to determine placement, thickness. The average of all production cores shall riot be less than the specified 'thickness with no individual core being more than 1/4 inch less than the specified thickness. After thickness determination, the cores shall be trimmed and measured for unit weight in the saturated condition as described in Paragraph 6.3.1 "Saturation" of ASTM C 140, "Standard Methods of Sampling and Testing Concrete Masonry Units." The trimmed cores shall be immersed in water for 24 hours, allowed to drain for one (1) minute, surface water removed with a damp cloth, then weighed immediately. Range of satisfactory unit weight values are * 5 pcf of -the design unit weight. Iq 02600-26 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-72G2 Fax (912) 352-7787 October 2b.20O7 BmmmmynG.Allen Director ar Planning, Zoning and Economic Development � City ofTybeeIsland PD. Box 2749 Tybae Island, GA31328 Phone (S12)780-4573 Fax: (912)786'9539 RE: Carrie Efi!rd Office Building Project Highway 80 PIN 4-0026-11-004 Dear Ms. Allem We have reviewed the revised plan by Boswell above referenced site. Our review /m |/mueu to drainage issues, and land disturbing activities. We have not attempted to duplicate the work of the, Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues, The only outstanding issue is the Note #4 of the Permeable Pavement Maintenance notes in the, lower right hand corner of Sheet C4. In my last email my comment mmthis issue was, "Qualify the note regarding adding fines to voids. While larger particle could help to maintain structural integrity, there is, a greater probability they would clog the porous concrete. | prefer for the note to, be eliminated." 8e this ima maintenance note | will not hold up approval ofthe plans mm this issue. However, the Owner and Engineer should be, advised that prior to my finding the construction of this project acceptable, this issue must beresolved. Even if there ioe reputable agency concurring with such practice Ii feel sure there are detailed specifications on the range of materials suitable for filling voids, Within the scope of our design review, to the best of my knowledge and belief, it is my opinion that the construction portion mf this plan meets the requirements of the Land Development Code of the City of Tybeo|oUand. 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 advise if you have any questions on this review. Since Downer K. Davis. Jr.. P.E, President 2060160D �� 2 (o-�~� Gt � k .^6 ^ ^ Page I of I From: davisenginc@beNIsouth.net Sent: Thursday, October 25, 2007 9:59 PM To: Brannyn G. Allen; Dianne Otto Cc: Joe Wilson Suibject: Effird Hwy 80 Please note my acceptance is for the plans and the maintenance notes need revision prior to my signing off at completion of construction. 10/26/2007 RMONOM, From: d avisengi nc@bel Isouth, net Sent: Friday, October 19, 2007 4:38 PM To: Brannyn:, G. Allen Cc: Dianne Otto; Joe Wilson; lahbos@bellsouth.net Subject: Hwy 80 Effird Earlier this week I met with Mark Boswell on the Efird Hwy 80 project. The three things I advised him I would need are: 1) Eliminate the porous paver detail as the revised plans eliminated all brick pavers. Need for a detail of the porous/pervious concrete depends on whether the notes adequately cover compaction, stone base, thickness, et... 2) Qualify the note regarding adding fines to voids. While larger particle could help to maintain structural integrity, there is a greater probablility they would clog the porous concrete. I preger for the note to be eliminated. Also, the notes should clarify the time intervals between cleaning are an average and that accumulation of sand, debris, deciduous or any materials that could clog the pores will be removed to avoid reducing the permability of the pervious concrete. 3) Earlier today my coworker, David Sukkestad, sent Mark a copy of the notes we have most recently used on projects we have designed. These are offered only as an example and in no way represent a desire to enter into the design portion of this project, This comment is made for City benefit as Mark and I freely exchange details, design info, etc... Mark and I discussed several web sites where he could obtain construction notes. However, I advised him that referening the City of Savannah technical specifications Would be appropriate with basic consturtion notes shown on the plan. 10/ 119/2007 Asia, it I, I I, ��.� uuol'IU��o pp� plV ^N' ti 42, �s It � -COMM. 10 ?,NAL- DATE OCT-04-20 **** TIME 15:44 x******* MODE = MEMORY TRANSMISSION STRRT=OCT-04 15'43 EHD=OCT• -04 15:44 FILE NO. =29'8 STN COMM. ONE-TOUCH/ STATION NAME✓EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK s 4435073 001/001 00i00:19 -CITY OF TYBEE ISL. - -CITY OF TYBEE - ***** - 912 786 9539- I Location Address: Type of Release: Electrician: I Owner/Builder: .Lot 4_ Release Date: Temporary Permanent Subd Name: Electrician Phone Number: Phone Number: Location Address: —Lot #_ Release Date: Type of Releas,e: —Temporary Permanent Subd Name: Electrician: Electrician Phone Number,: I Owner/BuRder- 12 LIM Me `M. Mtfam,T3061 MW 6! 1 FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 912--944;4P7 Phone 912-443-5063 444 5 - 'S�ol 1,ocation Address: Type of Release: .—Temporary UR 1�� Electrician: MUffm M, M Lot # Release Date: 11 1 1 ILI I I I � FA- Phone Number: Release Date: Electrician Phone Number: W�� l/ JUL-10-200? 15:56 DEPT. OF BUILDING SAFETY 7 Inspection Report C" i ty 0 t Tybee Wand 403 Butle.jr Avlemsje P�O- Box 7,749 Bybee island, co, 31,318 Phow-!-., (912) '786-4543 f�xtf-tusiou J-14 fax: (9,12) 786--9!i31'q Permit No, Date� W�quested Date Needed Gen Contractor A. L Subcontractor-- 17" contact Number Location �wispector Type of Insper-000 C-I"p �' � " , & m Date, Of T" pet':tion e P4. ss Till -I rA-OPM 1 C-q7 rUOTUMM rni lKlTV TOTRL P.03 D M-7 j0ll ..l Il l�,i p� iy'n i I n i I i iii N N P 1. � ii'��,.uW��MI� �uiVUUiii I „� ��„ �,� / I�e �� ri "��,��, /��:ad ".i��, N ..ulll ��.....��.+^^ /P -Cool. !RNAL- DATE JAN-18-2C, 33** T IE 11�43 ******** MODE = MENORI( TRANSMISSION START=JAN-18 11:43 END=JAIA-18 11:43 FILE NO,=109 STN COMM, ONE-TOUCH/ STATION NAME/EMAIL ADDRESS /TELEPHONE NO, PAGES DURqTION HO. RDDR NO. 001 0K 443807'7 001/001 00:00:18 -CITY OF TYBEE ISL.. - -CITY OF TYDEE - ***WT, - 912 786 9539- Location Address'- Lot Release Date- Tv Tie of Release. _—'remporary Permanent Subd Name. Electriciam— Electrician Phone Number., Owner/Builder-. Phone Number. Location Address: Lot # Type of Release- —Temporary Permanent Subd Name: Electrician.— Electrician Phone Number- I Owner/Bulldev Phone Number: ED 14 '&"-) Location Address: C.) 0 1-4 c') Lot 4 �j Type of Release: 'Temporary __ Permanent Release Date: I j 9 , Electrician: , -) 5 5 C� "p, [ ec, - — Electrician Phone Number:— " "H 4 -1 3 �Ca' Phone Number: I'R(0-'S353 Owner/Buflder:. U Location Address: Type of Release: Temporary Electrician: Owner/Builder: Location Address: Type of Release: Temporary Electrician: Owner/Builder: Lot #_ Release Date: Permanent Subd Name: Electrician Phone Number: Phone Number: Permanent Lot #_ Release Date: Subd Name: Electrician Phone Number: F2TIM MWMM N��w��MW�� 1 Occupancy FIE MM Size: # Paid For: Sewer Stub Size: # # Paid For: TO SCHEDULE AN INSPECTION call i912P 7 6 -4ir ?. exrension 114. by 4:00 p.m. the dais before You avant an inspection. DATE 1SS1. ELQ 09- 7 -2006 NVORK DESCRIPTION: W()11K LOCATION: ADDRESS ("ONTRACTOR NAME ADDRESS CITY STATE YAP FLOOD ZONE BUILDING, VALUATION SQUA1'' E FC)'OTAGE 0(;'(1) PA N 6:`A'' 'T 'PE TOTAL FEET CHARGED I'IZ()PEITTV IDENTH41CATION it I II() ^11+ ("'1° VALUATION ION �� ?� Vllllulpll IlitlllM1�r+ �fairyre..oc�'r" BUILDING PERMIT NEN17 C0N1MI1 RCIAL. 13( 111,1)1NG 1010 1-INAW 1191 EAST" '1°A'131i E VACATU)N RENTALS M BOX 4612 T17 131+L 1S CAA 313280402 1-1 0 BOX 2947 TYBEE ISLAND (,A 313211 5'643 p M1 {1A0 PERMIT ##: 91691480 "1'c TA1, BALANCE 1)1W: W19 AHI ll 6 nnd,c°k sldbcoal MM if this l)dTWI h g mnla°dl Ow lklaildlcr OH at all IWH % cdblawb a"'illk the rabnpikl ", sillroclivisivakb flood c °onl l'dbl, IAnildlingrv, liH °t^, sa ill and s4od,linua°nkHaHon, mwWndls, nmr M andls lkrdrlvv&n and slrmw rumia'"Wn ckrdlnnn", mend rod es eA'la4•lllc°a' lcKoll, wUHC 4br I'4ulMdq, pkl4•lnd blgl 7Ail 4'Hb\°HH°@3'Han'H4"MW W"g and rvgyW al,Wm ii'llm ddp7pklld'eH1A, Snik4d'tpnkm I)'a1'ikd`n WwnW Ibd° KfuII "n',dCdp Mal any fdller7alllrbaas to Me pba "UI)4°ry Hb usl be dapl7d' "411'd`dl by Me issndHn4"a" dDl ;aHkabll er lbAdllplgw pkd^rmh. lbC"k"nM holder agrees to lanW Me (Ty nl l'V'pkfe W ndl harH4aims on dlkay d`UH orel6` , cUvovdl by 11Ais lydok`naii. This p erliibdi ninsi be paaasld'dl 189 n 4'UllsPi4'4117n5 Idbc alWn W dw lydbnl of lkAd W9:A Hkdi pArnl4'cl I hwu Me 6 \d'1l'lH4°6", If Ws pY d'rnQ h nnl pansl Q'4l murk "I11 he ,S'ld }131]4 "dl, The lknHldWg!' C,Un0'"Si4'ldbr ba'H11 rd.`p➢l'ace d'n H"Ib Il:1N'iklgg mol g?nllc`7'° l71'°abl <d`n dlnra Hag„°, conslrnd:Onn. 11h pld"rmh %6'111 be Wf11&( nnl4m 4Y( et ltl n Wgun X!i MAn A I'ndbn Ms d9l Ilac toe or I'N4nnnu. „._.. ,., b .,„...., 51glaak #kub °'r' aj1' 1:3a111'cliak�' 1la�Iya�a�#ask° auk° Alk9luauk °x�a ^c1 A�,�ll1. 1% 41. 9idrr« 229 403 Bad" l4va3kH9aqQlan llrlHakadl„ GmMM bl',,:4 8 (912C78645'73 '7,8.,. FAX (9120865737 78fa..5"7.37 6a"a i.d`nf;yabftybra=,e,ao-m'i.; 12112/2007 11:07 AM VENDOR SET: 01 CITY OF TYBEE ISLAND BANK: STAP AP-FIRST CHATHAM BANK VENDOR I.D. NAM I TYBEE VACATION RENTAL I-TYBEE VAC.RENT RF TYBEE VACATION RENTAL * T 0 T A L S REGULAR CHECKS: RAND CHECKS., DRAFTS: RFTT NON CHECKS: VOID CHECKS: TOTAL ERROR: 0 VENDOR SET: 01 BANK: BANK: TOTALS: REPORT TOTALS: A/P HISTORY CHECK REPORT PAGE CHECK CHECK CHECK C14ECX STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT R 9114/2006 872.00 227379 872.o0 NO CHECK AMOUNT DISCOUNTS TOTAL APPLIED 1 872,00 0.00 872,00 0 0.00 0.00 0.00 0 0.00 0.00 0.00 0 0.00 0.00 0.00 0 0.00 0.00 0.00 VOID DEBITS VOID DISCOUNTS VOID CREDITS 0 oloo 0.00 0.00 TOTAL 1 872.00 0.00 872,00 1 872.00 0.00 872.00 1 872.00 oloo 872.00 I d ' " ic" I i i ON owl, CITY OFTYBEE ISLAND BUILDING PERMIT' DATE ISSUED: 09-7-2006 PERMIT 4: 060480 MI) M DESCR1191ON: NEAN COMMERCIAL MIMING WORK LOC`A"I'ION1 1010 IiNVY 80 EAST OWNE,R NAME TYBEF VAC'ATION RENTALS ADDRESS F%Ch BOX 402 CITY, S14 ZIP TYBEE IS G'A 313280402 CAMTRACTOR NAIM THE M&AGE CONIPAIM' ADDRESS P 0 BOX 2.947 OTV STATE ZI P 'I Y13EF ISLAND GA 31328 FLOOD ZON IT 13 U 11, D I N (, VA 1, 11 ATI 0 N SQUARE FOOTAGE, 5643 O(VIWANCY TYPE U TOI A 1, F E WS 04 A 11T FJ) S10072A0 PR(WERTV I DENT HVICATi ()N, PRMIM"I' VALIMION TOTA L BA I AN( T 13144 S1%n2MO as As u"mV"d Mat Wis permbi k powmed Ow ImMki "M at atilt Ions romp y whh me,m"q sAww&m n"d Wet MK MHW"A," ti A mW ndimwimuliom "ANW, nmWnds promion and Shom pd oNcohn ordInanen and cod" wkMw km? wimmu fedovaq Wo"ing 0i law1 and rep'Idalim", Mccol appjie;lbje kulbsetpent 4m ntq-k slmodd N, nffm BB ed Owl auB allcmflowB in OR' JWOJWPA'� r gwlsa Ice appnnvd by The inninwe ur am",wr WOW pomh. PNOM hOW apr"a lo hoM the f Ty cap "tev 10and harmUs OH any conmirmHun voicovd Q thh lwrmh, Tlh P"mh nmw be Pond hi a conwimous Sytiori in Is Toni or buHdhg and 1w41Weled Avon flumealhen HAW Im mh A not powled swrk W he wicTped. The buHWng •omramor W rq)Ncc curb pndng and guAwr Mvkn dwhnt mmocOon. Ilk peimil miH bu whiud "mPew "mf hw0m"n mfibb Mw nmWhs d Me dMv 01mumnm smuthwe or Buiming hispector or Aulhotized Ageni: PA A Sm 2W9 - 03 BWWAvem, rom 1011 W•b 3 B28 (912) 7X6 4573 FAX 1912) 786.5737 2d File Edit Options Help !g : k? Project # 050400 Issued To TYBEE VACATION RENTALS Property 11010 HWY 00 EAST Segment Fee Code [== P �INBC Unit; : 0.0000 Please fill in the Manual Oyerridie Ir required calculation Charge O O0 units for an fees. NEW BLDG 450000,0000 2,135.00 ❑ INSP INSPECTION FEES 3/10010 0.0000 1,272.00 ❑ ATC AID TO CONSTRUCTION 5134U000 5,643.00 ❑ I WTAP WATER TAP FEE 0.0000 0,00 ❑ STAP SEWER TAP FEES 1.0000 55000 ❑ T otal Finish Cancel File Edit Options Help Project # Issued To NEE E VACAT 10 IN RENTALS 1010 HW80 P E: 1.0000 r 0.00 IIINNuI1111e1111�PIIlIV��1111i 'l� 1�� IIII��II �9��'1��' ll 1 1W1jh11I �uu ��1,��111)1"�; imp 1� 1'�,'�AINAGE REVIEW FEE 0,00001 450.0 D O&D DISTRIJBING PERMIT 1,00001 150.05 71 1 C) o Total : C Finish, Cant, loo oc-31. ": -3 k) too 100 oo-lIl. M0 FILE #: 0623135 421902 ELEVEN THOUSAND SEVENTY—TWO AND 00/100 DOLLARS oi 08/30/06 * * * ** *$11,072 00* CITY OF TYBEE ISLAND THEE ISLAND, GEORGIA APPLICATION FOR BUILDING PER.1,21T Location 1010 PIN -,00.21, -1/ 01941- (Check all that appl ) New Construction -Renovation Minor Addition Duplex Single Family ,Substantial Addition Residential Commerc.Ml- /" multi-Family — Footprint Change--.--- Renairs Demolition Other Estimated Cost of Construction: 4�S'O 0&") 4") Construction 71ype 2- _(Enter Appropriate Number) (1) Wood Frame, (2) Wood & Mas'onry, (3) Brick Veneer, (4) Masori=y, (5) Steel & Masonry, (6) Other (Please Specify) Proposed Use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY 0P LOT and Complete the following information based on the construction draw igags land, site plan- "L z Bathrooms 6 Units fa Bedrooms Lot AreW-- i Living Space: (Total SqFt) ®r Off-street Parking Spaces Trees Located & Li!gted on Site Plan Access- U) �KQ Drive-gay (Ft.) With Culvert? With Swale? Setbacks _Front �?,a Rear ry Sides (L) R) Stories 3 Height C Vertical distance measured from 3 the average adjacent grade of the building to the extreme high P012"t of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators and slmilar aPPurtances. During Constriaction: On-site restroom facilltes will be provided through On-site waste & debris containers ;,iill he provided by e, _�3e_ i-'> NAIME ADDRESS TELE:PHoXE Owner rd I -�rchitect or V0, o 0 Ox, 3oLt 43 SA Ll 4 e�) vv 1% 6A 31 �-1 i -1"� Building 7111 7 J"' 5 Contractor r4 S'JAV P, P14A'0 1 A, 31 9 (Check all that appl ) New Construction -Renovation Minor Addition Duplex Single Family ,Substantial Addition Residential Commerc.Ml- /" multi-Family — Footprint Change--.--- Renairs Demolition Other Estimated Cost of Construction: 4�S'O 0&") 4") Construction 71ype 2- _(Enter Appropriate Number) (1) Wood Frame, (2) Wood & Mas'onry, (3) Brick Veneer, (4) Masori=y, (5) Steel & Masonry, (6) Other (Please Specify) Proposed Use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY 0P LOT and Complete the following information based on the construction draw igags land, site plan- "L z Bathrooms 6 Units fa Bedrooms Lot AreW-- i Living Space: (Total SqFt) ®r Off-street Parking Spaces Trees Located & Li!gted on Site Plan Access- U) �KQ Drive-gay (Ft.) With Culvert? With Swale? Setbacks _Front �?,a Rear ry Sides (L) R) Stories 3 Height C Vertical distance measured from 3 the average adjacent grade of the building to the extreme high P012"t of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators and slmilar aPPurtances. During Constriaction: On-site restroom facilltes will be provided through On-site waste & debris containers ;,iill he provided by e, _�3e_ i-'> Construction debris will be disposed s by mans of jLm I understand that I must comply with zoning, fI buildina, fire, shore Tarotection & ___ - wetlands regulations and all applicable cedes and regulations 1 under' that the lot must be, staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plat plan showing elevation rust be attached to this application and that an as- -built elevation certification is due as soon as the habitable floor level: is established. Drainage: I realize that I must ensure_ the adeclu- ac'r of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. hate'�d Signature of Applicant .� . Note; A_pex=jt normally takes 7 to ID da s to process. Please isrin twra check to pay fees for new construction. Tha. you! The following is to be cor,°,p_leted bar EAty personnel: Zoning Classification NFIP Flood Zone 23 Fe' I Approved Rezoning/ Varlance7 Street Address & N'u aber: New Existing Is it in comPliance with city snap? If not, has street. name &tor been reported to 1�±-VC? EMA Certification Attached State Energy code Affidavit Attached Wtilities S Public Works: Describe any unusual findings Access to Building Site Distance to Water Main Tan Site Distance to Sewer Stub Site Water Meter Size Storm Drainage FOR STRUCTURI IS REQUIRED. C'ONTRICTOR: I PEPWIT I- CITY OF TYBEE ISLAN MPECTIONS DE D PARTMENT P.O. BOX 2749 -xV.B-rE ISUMM, GA. 31328 ;S IN A FLOOD ZONE ® FE MA CERTIFICATION OF ELEVAT:EoN, U V.SL - ACKNOWLEDGED AND AGREED TO THUS DAY' OF Project name'. ., �'��; u.° ; . 'k I Jr;, r^� r".. (`ej d. Address: cl Permit Number: M ey Fame: (Z. n,:;+ I 11, - This letter is to confirm the understanding of the owner/ contractor to the compliance requiesment of the Georgia State Energy Cade for Buildings, 2992 Edition. I hereby declare that the design and construction of the referenced project is in compliance with the Georgia Mate Energy Cade for Buildings, 1992 Edition. Compliance has been achieved by one of the three methods of designs indicated' in Chapters 4, 5 or 6 of the code It is understood and agreed by the undersigned owner of agent and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was basted on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be .held legally liable for any violations which may occur with or without-his kn wl,edge. The owner shall be allowed to .request a Certificate. of Occunancy when all ,previous inspections have been approved. (12/93) Elate Date: p 'rill 2np Ir-P PROJF,CTNA=:. A.DDMS-. e. OVVNrJtS ri AA, PZRMiT NUMBFIR: I # H 9101 ZU 41- 11 4-WA113*4WOM MT Wroi favivivt 3 12 -IMN: I Mag % -9 P I I Zf a VVI m I FAMAIMW PLEASE LIST TEE MMME AND ADDRESS OF ALL PARTICIPATING SUBCONTRACTORS BELOW.* I. NAmE. grlac r1l: 1,TO ArO S'Qrl/ ADDRESS: G A-r -IL V0 2x)6l-,Aof) TZLEP-HOME 17- 1 1 Ig LICENSE NVMBER_ � Z'� AZDRESS: -7liO3�_tAAt46-A-A0(4 �!,AUAMA?4, 6L 3(Lilb TEEZE HOME: q LICENSE Ll 2- o ADDRESS 00 T --- L --- PH ON --- o t/ I LICENSE 4. IL2 Uke 7- rz, L) s5 cT ADDRESS - 17 1-( W14- PAT W 6 -1 A Y% 2 P- 0 11,)A 3 T E L'E? -:; 0 V Z : R!l 2 — 13 0'7 - Lic---NS-7 N.ZLV-E:l ( ADDRESS: P- ,o, 130K A 6A, 31q06 TELEPHONE. LICENSE NU-INMER 7-3 3 Z, 10 1-1 From: Mark L. Williams Date: April 28, 2005 RE: New City of Tybee Island Policy Anyone proposing to do work on City property, in the City right-of-way or in a city easement must first get approval from the Director of Public Works. Anyone who proposes to excavate the ground, or causes the ground to be excavated, on City property, in the City right-of-way or in a City easement to a depth of three (3) feet or greater must first dewater the area of excavation. r A W"'i 5Pu Ffic WZ�ks Cc Walter Parker, Mayor Cc Bob Thomson, City Manager Cc Dee Anderson, Assist. City Manager Section 11-3-4 Noise Disturbance Prohibited. 1. No person shall make, continue, or cause to be made or continued, except as permitted, any noise disturbance, or any noise in excess of the limits for such noise established in this Section. a. Maximum perrraissi Of, sound levels. With the exception of sound levels elsewhere specifically authorized by this Ordinance, Table I sets forth the maximum permissible sound levels allowed at or within the real property boundary of a receiving land use. Any activity or use that produces a sound in excess of such noise levels for a receiving land use shall be deemed a "noise disturbance" and is in violation of this Ordinance. b. Measurement of sound. The measurement of sound or noise shall be made with a sound level meter meeting the standards prescribed by the American National Standards Institute or its successor body. The instrument shall be maintained in calibration and good working order. Octave band corrections may be employed in meeting the response specification. A calibration check shall be made of the system at the time of any noise measurement. Measurements recorded shall be taken so as to provide a proper representation of the noise source. The microphone used during measurement shall be positioned so as not to create any unnatural enhancement or diminution of the measured noise. A windscreen for the microphone shall be used when required. Traffic, other transportation noise sources and other background noises shall not be considered in taking measurements except where such background noise interferes with the primary noise being measured. It is the intention that this sound to be measured is what is being created by the sound complained of excluding intruding noises from isolated identifiable sources, but including ambient sound level. The measure of all sound levels shall be made as close to the property line of the receiving land use as is practical. TABLE I Sound Levels by Receiving Land Use ZONING CATEGORY OF TIN4E-) SOUND LEVEL RECEIVING LAND USE!) Limit, dBA(4) Residentialm 7 A.M. - 8 P.M, 60 Commercial At all times 75 Noise Sensitive Area At all times 55 Saturdays & Sundays 10 A.M. - 8 PM As set forth in the Zoning Ordinance for Tybee Island. Any zoning district containing the letter "R". Unless otherwise stated in the Ordinance. For any source of sound which emits a pure tone, the maximum sound level limits set shall be reduced by 5 dBA. 2. Regardless of decibel levels, the following equipment may not be operated Page I of 2 BI1 NAXXMZIA11� a. Electrical power tools. b. Motor powered, muffler equipped lawn, garden, and tree trimming equipment, c. Constuction Equipment (ORD., 1996-07;4/11/96)(ORD. 1999-33;9/23/99) (Ord. Saturday & Sunday, Amended, 04/29/2005; Ord. 2005-09, Amended, 04/01/2005; Ord. 2004-11, Amended, 01/14/2005; Manual, Amended, 11/10/1999) Page 2 of 2 Permit Number RES,check Compliance Certificate Checked By/Date Georgia Residential Code RES check Software Version 3.6 Release I Data filename: Untitled,rck PROJECT" TITLE: Tybee Vacation Rental Office BuildingTybee Vacation Rental Off-ice Building CITY: Tybee Island STATE: Georgia HDD: 1851 CONSTRUCTION TYPE: Multifamily WINDOW / WALL RATIO: 0.10 DATE: 08/01/06 DATE OF PLANS: 8/01/2006 PROJECT DESCRIPTION- 5 unit office building at Tybee DESIGNER/CONTRACTOR, Designer: Cadman Designs LLC Builder: The Cottage Company Inc, COMPLIANCE: Passes Maximum UA = 1980 Your Home UA = 856 56.8% Better Than Code (UA) Maximum SHGC = 0.40 Your SHGC = 0.34 Gross Glazing Area or Cavity Cont. or Door Perimeter E- 1 = R: Y An ILF r LA Ceiling 1: Flat Ceiling or Scissor Truss 2884 30,0 0.0 Wall 1: Wood Frame, 16" o.c. 2884 13.0 0.0 101 204 Window 1: Vinyl Frame:Doub,le Pane with Low-E 15 SHGC: 0.34 0.380 6 Bldg. faces 180 deg. from North; Comp, orient.: Unspecified Projection factor: 0.00 Window 2: Vinyl Frame:Double Pane with Low-E 15 SHGC: 0.34 0.380 6 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0,00 Window 3: Vinyl Frame:Double Pane with Low-E 15 SHGC: 0.34 0,380 6 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 17: Vinyl Frame:Double Pane with Low-E SHGC-. 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 18: Vinyl Frame: Double Pane with Low-E SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 19: Wood Yrame:Do,uble Pane with Low-E SHGC: 0.34 Bldg, faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Door I. Glass SHGC: 0.29 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Door 2: Solid Wall 2: Wood Frame, 16" o.c. Window 20: Vinyl Frame:Double Pane with Low-E SHGC: 0.34 Bldg. faces 180 deg. from North; Comp, orient., Unspecified Projection factor: 0.00 Window 20 copy 1: Vinyl Frame:Double Pane with Low-E SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 20 copy 2: Vinyl Frame-.Double Pane with Low-E SHGC: 0,34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 20 copy I- Vinyl Frame:Double Pane with Low-E SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 20 copy 1: Vinyl Frame:Double Pane with Low-E SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 20 copy 2, Vinyl Frame:Double Pane with Low-E SHGC: 0.34 Bldg. faces 180 deg, from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 20 copy 3: Vinyl FrameDouble Pane with Low-E SHGC: 0.34 Bldg. faces 180 deg, from North-, Comp. orient.: Unspecified Projection factor, 0.00 Window 20 copy 2: Vinyl Frame: Double Pane with Low-E SHGC: 0.34 Bldg. faces 180 deg, from North; Comp. orient.: Unspecified Projection factor: 0.00 M 30 30 RE 24 2884 12 12 12 M 12 12 12 M 0.380 11 0.380 11 0.380 11 0.310 7 0.190 5 13.0 Ok 216 0.380 5 0.380 5 0.380 5 0,380 5 0.380 5 0.380 5 0.380 5 0.380 5 Bldg, faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 4'. Vinyl Frame:Double Pane with Low-E 15 0.380 SHGC: 0,34 Bldg. faces 180 deg. from North; Comp. orient.- Unspecified Projection factor: 0.00 Window 5: Vinyl Frame: Double Pane with Low-E 15 0J80 SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 6: Vinyl Fraine:Double Pane with Low-E 15 0.380 SHGC: 0,34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 7.- Vinyl Frame:Double Pane with Low-E 15 0.380 SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 8: Vinyl Frame:Double Pane with Low-E 15 0'.380 SHGC: 0.34 Bldg, faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0,00 Window 9: Vinyl Frame:Double Pane with Low-E 15 0.380 SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 10: Vinyl Frame:Double Pane with Low-E 15 0.380 SHGC: 0.34 Bldg. faces 180 deg. front North; Comp. orient.. Unspecified Projection factor; 0.00 Window 11: Vinyl Frame:Double Pane with Low-E 15 0.380 SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 12: Vinyl Frame:Double Pane with Low-E 15 0380 SHGC-. 0.34 Bldg, faces ISO deg. from North; Comp. orient.: Unspecified Projection factor: 0,.00 Window 13: Vinyl Frame:Double Pane with Low-E 15 0.380 SHGC: 0.34 Bldg. faces 180 deg, from North; Comp. orient.: Unspecified Projection factor: 0,00 Window 14: Vinyl Frame:Double Pane with Low-E 15 0.380 SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 15: Vinyl Frame-Double Pane with Low-E 15 0.380 SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 16: Vinyl Frame:Double Pane with Low-E 30 0.380 SHGC: 0.34 2 17, M M 6 6 M M R M T Window 20 copy 3: Vinyl Frame:Double Pane with Low-E 12 0.380 5 SHGC: 0,34 R-5 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified R-19 Projection factor: 0.00 R -11 Window 20 copy 4: Vinyl Frame:Double Pane with Low-E 12 0,380 5 SHGC: 0.34 R-19 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified R -11 Projection factor- 0.00 Window 20 copy 5: Vinyl Frame:Double Pane with Low-E 12 0.380 5 SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 31: Vinyl Frame: Double Pane with Low-E 24 0,380 9 SHGC: 0.,34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Window 32: Vinyl Frame:Double Pane with Low-E 24 0.380 9 SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.0'0 Window 33: Vinyl Frame:Double Pane with Low-E 24 0.380 9 SHGC: 0.34 Bldg. faces 180 deg, from North; Comp, orient.: Unspecified Projection factor: 0.00 Window 34: Vinyl Frame:Double Pane with Low-E 24 0,380 9 SHGC: 0.34 Bldg. faces 180 deg. from North; Comp. orient.: Unspecified Projection factor: 0.00 Door 3: Solid 24 0.190 5 Floor 1: All-Wood Joist/Truss: Over Unconditioned Space 2804 30.0 0.0 93 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Georgia Residential Code requirements in ICE'S checkVersion 3.6 Release I (formerly MECchec. and to comply with the mandatory requirements listed in the RES checkInspection Checklist. Load calculations for purposes of sizing beating and cooling equipment are required. Builder/Designer Minimum R-Value Requirements: Basement and Crawl Walls R-5 Attic Kneewall R-19 Wall Cavity R -11 Mass Walls R-5 Roof/Ceiling R-19 Floors over unheated space R -11 Maximum U-Factor Requirements: Window Glazing (glass doors excluded) U-Factor = 0.65 M