Loading...
HomeMy Public PortalAbout06-0146 Clark_1of4`PC 0- IS " -65 past the briars, and that it would be for beach access. Borkowski, Sandy Chandler, Hill, and Kindrick voted for approval. Perkins voted in opposition. Chairman Dick Smith advised Paddison that the petition would be heard by City Council on December 8, 2005. A Sketch Plan for a Major Subdivision of Land on the former Dennis Counihan property was presented by Walter Strong, Sr. and Walter Strong, Jr. of Coastal Landmark Construction, LLC. The site was on two lots at 1407 and 1409 Estill Avenue and one lot on Bay Street. Rachel Perkins asked him about a tree survey. Strong, Sr. said that all trees would be shown on the Preliminary Plan. Dick Smith explained that the Preliminary Plan would come to the Planning Commission after approval of the Sketch Plan. Susan Hill asked if Coastal Landmark Construction had come before the Planning Commission asking for a dune crossover. Smith told her that had been Lou Off. Strong, Sr. explained that both ends of the original Lot 6 have been developed. Hill asked where the dune crossover was in reference to this property. Strong, Sr. said he would assume it was to the east. Perkins asked if Lot 1 extended all the way down. Strong, Sr. said that Lot 1 would be a cutout of the original Lot 6. Hill motioned for approval, which was seconded by Sandy Chandler. Perkins said she approved of the Sketch Plan but the tree survey may lead to a need for adjustments to the plan to accommodate significant trees. Strong, Sr. asked what was a significant tree other than an oak tree. Perkins replied native hardwoods 10- inches in diameter or more, and eastern red cedars 10- inches in diameter or more. The vote to approve was unanimous. Smith advised the petitioners that City Council would consider the Sketch Plan on December 8. TommyClark of Beachside Colony and Tom Olsen of Kern- Coleman & Co. presented a Site Plan Approval petition for Beachside Colony Resort, 404 Butler Avenue. The project was named "Last Resort." Rachel Perkins asked about an issue in a letter written by Downer Davis on November 14, 2005, regarding additional storm water management. Olsen said that since receiving Davis' letter, it had been discussed about designing an additional storm water management area in an existing courtyard located east of the Last Resort that was 15 to 20 feet wide and almost the entire length of the Last Resort. It would be heavily landscaped and depressed to act as a storm management area. He said the concept had been discussed with Davis briefly but had not yet been designed, and that the other three items in Davis' letter were simple things to address. Gene Kindrick motioned for approval, seconded by Tom Borkowski. The vote to approve was unanimous. Dick Smith said that Council would consider the matter December 8. Billy Herrin presented a Zoning Variance petition for 16 Eleventh Street. Current setbacks are 31.04 feet, 7.63 feet, 8.07 feet, and 1.96 feet. The continuation of a nonconforming was asking for an additional 15 feet into the 31.04 feet setback for a building addition. Rachel Perkins asked how the addition would be anchored. Herrin said it would be on columns. Perkins asked what would be underneath the addition. Herrin replied he might put concrete. Perkins asked how much further the house would come out compared to the houses on either side. Herrin explained that the existing deck would be removed and then the addition would be 14 feet. Perkins moved to approve with the condition that the area under the addition be permeable. Gene Kindrick seconded. Voting for approval were Sandy Chandler, Kindrick, and Perkins. Tom Borkowski and Susan Hill voted against. Chairman Dick Smith advised Herrin that City Council would consider the Zoning Variance on December 8, 2005. William Manucy presented a Special Review petition for 403 Tybrisa Street. He explained that this was for a 1 -seat studio in an existing structure in the backyard of his sister's home, that the business would be by appointment only, there would be no signage, and that there was adequate 2 Council Minutes la-02'-os driveways that are on Butler Avenue. The rep said they usually look the other way unless they get a call. Anderson said neither he nor the builder can get anything in writing from the DOT stating that this project is in violation. Hughes said we need something from DOT, stating that this project is in violation or not. Pearce motioned that this be sent back to the PC with the recommendation that they communicate with DOT and take cognizance of the information from Mr. Saxman. Wolff seconded the motion for discussion. Hughes said it didn' t think it would appropriate to approve the motion at this point. He said he was saying that if the builder makes a change in the site plan, then Council would have the option to send it back to the PC. Hughes said there is an approved site plan now, but DOT has said that he cannot put the dumpster and drive where he has it. Hughes said it appears that there is going to have to be an additional hearing of some sort before a building permit can be issued. Anderson said his concern is other driveways are located closer that 150 feet to Highway 80, in fact the other driveway on this project is only about 120 feet away. He said most lots on Highway 80 (Butler Avenue) are not 150 feet deep. Buelterman asked if Council could state that a building permit could not be issued until this issue is settled. Hughes said we would have to notify him that no building permit is to be issued. If the site plan is changed, then it is off of the table. Wolff said in light of the recommendations from Hughes, would Pearce be willing to accept an amendment to his motion to just send the suggestions from Mr. Saxman to the PC for their review and recommendations. Pearce agreed. Hughes said to notify the builder that DOT would have to rule on the driveway. Hughes said Council does not need to motion for anything right now, and that DOT has control right now. Hughes said Council may motion that no building permit be issued until this issue with DOT is settled. Pearce said he would so amend his motion. Wolff agreed and seconded. Vote was 4, Wolff Sessions, Buelterman, and Pearce, for approval, and 2, Youmans and Crone, opposed. Buelterman opened the meeting for the Public Hearing on a variance to the Shore Protection Ordinance for a dune crossover at 13 Pulaski Street, PIN 4- 0001 -02 -013, for David Paddison and Dale Critz, Jr. petitioners. Dee Anderson presented the request in the absence of Dick Smith, Chairman of the Planning Commission. He said this crossover is for four property owners and the PC approved the request. There was discussion regarding have it for a public crossover and native plantings on the cleared areas. Paddison said this is going through private property with an easement. One suggestion was to post signs stating the beach rules and that this area is a bird hatchling area. The petitioners agreed to put up the signs. Buelterman closed the hearing and called for a motion. Wolff motioned for approval, Crone seconded. Sessions asked them ask the owner of the easement to open for public access. Vote was unanimous. Buelterman opened the meeting for the Public Hearing for approval of a sketch plan for a major subdivision for six single- family lots at 1407 -1409 Estill Avenue, PIN 4- 0022 -01 -010, 4- 0022 -01 -005, & 4- 0022 -01 -342, for Coastal Landmark Construction Co., LLC, petitioner. Anderson said the PC approved this petition. Anderson access is off of Estill Avenue and permission has been granted to access through the Sanctuary Subdivision for four lots. Anderson said Lot 6 has some marshlands and will not be filled in. Anderson said the DNR has drawn the delineation line and there will be a 25 ft. buffer and there will be no impact. Ed Rutledge, a neighbor, expressed concern regarding the drainage. Walter Strong, one of the developers, said their engineer' s plan has been submitted to the PC, along with the tree survey, and will be heard at their meeting on December 20th. Strong said he doesn' t feel that there will be any impact on neighboring property. Pearce asked that they save as many trees as possible. Buelterman closed the Public Hearing and called for a motion. Youmans motioned for approval, Crone seconded. Vote was unanimous. Buelterman opened the meeting for the Public Hearing for an approval of a site plan for 29 condo units at 404 Butler Avenue, PIN 4- 0004 -20 -019, for Tommy Clark, petitioner. Anderson said this project was before Council several months ago and the conceptual plan was approved. He said the PC approved the request. Wolff asked about green space and the required parking. Clark said across the front, the parking Page 165 of 173 Council Minutes will be either sod or gravel and under the building there will be pervious concrete. Clark said he will have 65% in green space and more than the required parking. Clerk said he has a letter referring to a retention basin in the back. He said when this phase is complete, he will have about 90 units total. Clark said when the restaurant is demolished, this building will have about 60% of the current coverage. He said the courtyard in the back will be much larger. Mary Ann Bramble spoke in opposition. Buelterman closed the Public hearing and asked for a motion. Crone motioned for approval, Youmans seconded. Sessions said that a point was brought up earlier to be sure before we vote. Buelterman asked Hughes if there was anything in this request that was against our ordinances. Hughes said there was nothing that he was aware of, but he did not review every site plan. Vote was 4, Youmans, Crone, Buelterman, and Pearce, in favor, and 2, Wolff and Sessions, opposed. Buelterman opened the meeting for the Public Hearing for a variance for continuation of a non- conforming structure within the setbacks at 16 11t Street, PIN 4- 0006 -18 -007, for Diane Herrin, petitioner. Anderson said the PC approved this request. Sessions asked what the hardship was. Mr. Herrin said this house was built in 1925 and he wanted to keep the integrity of the roof line. Wolff said the structure currently encroaches in the front and side setbacks. Wolff said he had a problem with someone who already encroached in the setbacks on three sides, wishing to go further. Herrin said he would have 16 feet in the back. Buelterman closed this Public Hearing and said that the PC approved this motion under the condition that the area under the added space was to be permeable. Buelterman asked for a motion. Youmans motioned for approval with the PC' s condition, Crone seconded. Vote was 3, Youmans, Buelterman, and Crone, in favor, and 3, Wolff, Sessions, and Pearce, opposed. Hughes explained that the tie vote was in effect, no action. Hughes said the petitioner is permitted to come back and it should be a Public Hearing. Buelterman called for a quick break. After calling the meeting back to order, Buelterman opened the meeting for the Public Hearing for a special review to convert an inn into 5 condo units and expand the coffee shop at 20 Silver Avenue, PIN 4- 0008 -05 -002, for Patricia Hamilton Stacy, petitioner. Anderson said the PC approved the request, with the stipulation that the concrete parking area be removed and replaced with permeable materials. Harold Yellin, representing Ms. Stacy, said they thought this request was a little unreasonable for an existing condition, which has been there over fifty years. Yellin offered a compromise in that they would add 200 square feet of green space between the concrete driveway and Silver Avenue. Yellin said he didn' t think this would affect the drainage and asked Council to consider the compromise. Wolff suggested making every other parking space permeable. Yellin said Ms. Stacy is agreeable to this suggestion. Rachel Perkins spoke in favor of the compromise. Perkins also suggested considering some change to the ordinances regarding non - conforming site plans. Buelterman closed the Public Hearing and called for a motion. Crone motioned to approve, with every other parking space be permeable, Wolff seconded. Vote was unanimous. Buelterman opened the meeting for a site plan approval to add office space addition to an existing structure at 1501 Butler Avenue, PIN 4- 0008 -07 -008, for Ciphers Design, petitioner. Anderson said Mr. Simon' s current office space would be demolished and PC voted to approve. The architect, Jan Lewis, was present to answer any questions. Simon said this was existing space and they adding 14 ft. X 27 ft. on the first floor and 14 ft. X 20 ft. on the second floor. Simon said he has also added more drainage and flower boxes. Buelterman closed this Public Hearing and called for a motion. Pearce motioned for approval, Wolff seconded. Vote was unanimous. Anderson said there was an item from a previous meeting for a site plan approval at 1506 Butler Avenue. Anderson said there had been some questions and the request was tabled, and the developer was asked to return. Patrick Phelps, from Hanson Architects, said the concerns were trees and the condo association Page 166 of 173 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/26/2010 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 117 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org . •7 City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit 14o. 66 - el/ (7e, Date Requested S/ Owner's Name IL.)./i t. odt.e.) Date Needed /2 , / c' Subcontractor Contact Information --71.--7;0,1/1 _14,74,4.:. 5 '...- 2825 Project Address Scope of Work Inspector Inspection /C7/J1 / 56 0-/-.; Pass Fail Fee Gen. Contractor Date of Inspection Inspection /-7 AA 1 137/ Pass 2/Fail Fee Inspection iJA Pass Fail Fee Inspection Pass 0 Fail 0 Fee Coastal Empire ire & Security WORK ORDER 7400 Abercom Street Suite 705 -232 SAVANNAH, GA 31406 (912) 925 -1324 FAX (912) 925 -3024 BILLING ADDRESS Company: Attn: RECEDED WORK ORDER # DATE el CUSTOMER PO SERVICE ADDRESS Cont ct Person: /Jcb git() Street/PO Box: City /State/Zip Complete this section DESCRIPTION OF PROBLEM /SERVICE: Com -tete this Section if Site is 'ifferent from Billing 0-4 fy,„ CORRECTIVE ACTION: Tl� L ofz.,e =I (y) -e. /(.1 ' `4- 0LI /C �- iE 1 `I if 'r .rowit (Pierk PARTS USED: LABOR HOURS Complete ? / Y Travel Start 0 ' )--� Arrival Time: /0f0( Departure Time: ! a = Tfl Breaks: Hours Travel: Hours Working: Thys,is not an Invoice. Labor and Taxes will be applied. a44114 - 2J4/ Customer's Signa e G't7/03- Technician's Signature Technician is responsible for the validity of the action taken. Signatures verify the above technician was on -site. Copies: White (original) - Customer Yellow - To Office Pink - Billing Coastal Empire Fire & Security WORK ORDER 7400 Abercom Street Suite 705 -232 SAVANNAH, GA 31406 (912) 925 -1324 FAX (912) 925 -3024 BILLING ADDRESS Company: -L CAatl Attn: Is, AAi,,,1 k Street/PO Box: 4O4t- % ue. City /State/Zip 1 • Fhal WORK ORDER # DATE Z( CUSTOMER PO SERVICE ADDRESS Contact Person: Corr lete this section Complete this Section if Site is Different from Billing DESCRIPTION OF PiteStEM /SERVICE: FPA 7 iNStCffan/ PARTS USED: LABOR HOURS Travel Start: Arrival Time: Departure Time: Breaks: Hours Travel: Hours Working: Complete? (NO tz /N This is not an invoice. Labor and Taxes will be applied. C - stom r's Signature Te iici Technician is responsible for the validity of the action taken. Signatures verify the above technician was on -site. Copies: White (original) - Customer Yellow - To Office Pink - Billing 04!03/2002 18 :48 9129253024 rCOAVAL EMPIRE E &:irTw COASTAL FMPIRE FTPE PAGE 02/ N3 Coastal Empire Fire & Security 42 W. Montgomery Crossroads, Suit N Savannah, GA 31406 Phone 912 -025 -1 24 Fax 912- 025-3024 ww ,cempf re`.eom Quotation: CEFSO2869.00 To: eeeohside Colony P.O. Box 1594 Tybee Island, Ca ,rgia 31325 Attn: Tommy Clark Phone: Fax: E -Mail: 912-472-75M 472 -75•' t 2-472-7417 iiiwtc@aoLcom teem i Q JPart Number ) bescriptit5n Issued: Expiry Date: Sales Contact: Celt Phone: E- ail: Project: Friday, January 06, 2010 Thursday, April 03, 2010 Larry Hartley CGii riser ciai Sales 912 - 925 -1324 1hartiey©oempfire com q Takeover of MonF cr g and Ins ► ecUons —1 Qrlc elUn Total Annual NFPA 72 Fire iasuectiealn This section includes the price for doing an annual fro system inspection. This Is for the remaining three buildings that Coastal Empire Are does; servi 7e at this time. 1. 1 3 NFPA72 Annual Fire Alarm Testing Section Tatat: Monitoring of Fire System This Section InCIudeS the Wine for monitoring the Fire alarm sy-stern. This is the anntmi prim for monitoring because it Is third ennualy, After this initial set up the monitoring is only $240.00 per year per building. 2. 1 3 FAMonitoring Fire & Burial- Central Station Monitoring (Discounted per Annuai Paymentt 2.2 3 Mlsc One time programming theme $897.50 `This will include the re- programming o; 1 silent knight 5208, 1 F.relite MS $000, and 1 EST Quickatart Section Total: Grand Total; Acceptance 0r tnis proposal and s Gornpany lesuerd P ••r ss Order or CEFS p 4 d rora+ract and deposit will b ee a ui r q red. MGM $1,853.50 Your I novatve Security Source for Industry end Office Page 2of3 04/83!2882 18 :48 9129253824 O'* ; iSI iP I COASTAL FMPIRE FIRE HAUL t1-3/ 0J Coastal Empire Fire & Security 42 W. Mcrtt>r r;ie C m: ; ads, Sou to N St`+verrah, GA 3140 Phone 512 - 925 -1?.24 Fax: 912 -925-3024 Come visit us at www,cemofire.com Quotation: CEFS02869.00 TERMS & CONDmONS OF SALE Pricing is bagel l cre Quander.,Ls Shown Pricing is Vatid V 60 Days Billing Terme are NET 30 based on Credit Approval 7teRNKEY INSTALLATIONS - are biked 50% t;peee et-art, off upon rough eeerepteeeel any 10% on final te`sti ees. PARTS WITH FINAL CONNECTION - are tle, gddrt° ^y, 1nv on F!!?9! Testing. WORK IN PLACE ^FONYr4}tC1, = are billed based on agreed upon draw dates. EQUIPMENT ONLY & SERVICES - are tilled upon delivery. A 1.5% per month late fee applies to all past due invcces. Late payment will lower the terms: to NET15 or C.O.D. Ail systeree rrwwt have payment In or near the 9A% paid in level before. the system can be fain onaf, final tested or training can take place_ No archer Of assigtentett ear be made without specfl written = Iseret of an corporate officer of CEFS. ONE YEAR UNITED WARRANTY GEFS will provide fora 90 day woeemares warranty on a ies*ailation e■etlty issues, M pratillOt warranties are tho.se provided for by the equipment.manuf*...ceiree These eq; pm t warranties, expressed or implied, are serviced by CEFS and we accept no responsibility for the m.,anufacturer'S die te replace damage equipment that they determine as not within their standard equipment warranty return. initial Labor to replace warranty parts will be included in the warranty, If it is determined that the equipment was damaged duo to non- warranty issues then our standard labor rates will apply. �R' CV W R NTY ir'Cvw'3!tJ^:.��. TO a.srF ASR G? *lam- a�!ti . OE FS is not arm ?newer Our warranty and service contracts do not cover, vandalism, acts of God, operator error or items beyond norni ! air and tear, We do cover part major part failure that is extraordinary if the item failed due ee a det`eoi it manufacture. The mentrfacturer wit determine the status of that defect. Accepted 6y: Al- r"..1 /s9 i /2_ Requested Start Dabe3 -/7/ � Your inr ovvtfve Security Source for industry and Office Pkge3;f3 04/02/2002 20:18 9129. 324 s:IR SECURITY COASTAL FMPIRL FIRE PAGE 02/04 Coastal Empire Flre & Security 42 W. Montgomery Crossroads, Suite N Savannah, GA 31406 Phone 912. 925 -1324 Fax: 912 -925 -3024 Quote Cover Page Come v,sit us at www.cempfire.com Quotation: CEFS02869.00 Date: Thursday, March 04, 2010 Total Pages: 3 Including Cover To: Attn: Phone: Fax: Beachside Colony P.O. Box 7594 Tybee Island, Georgia 31328 Tommy Clark 912 -472 -7500 912 -472 -7417 From: Phone: Fax: Email: Larry Hartley Y Commercial Sales 912- 925 -1324 912- 925 -3024 Ihartley @cempfire.com RE: Quotation CEFS02869.00 Takeover of Monitoring and Inspections The following is a price for the annual monitoring and inspections on the remaining three fire alarms that Coastal does not monitor or service at this time. Coastal Empire Fire & Security Is licensed and insured in both the States of Georgia and South Carolina for the installation and service of all low voltage end fire alarm systems. If you have and questions or confirmation concerning this proposal please do not hesitate to call me at (912) 925 -1324. Thank you for your time and consideration. 6 ncereiy, Larry Hartley Commercial Sales Your Innovative Security Source for Industry and Office Page 1 of 3 Total 02/2002 20:18 caAsrAL 'MP3R1E FIRE a. SECURITY 91292__J24 COASTAL FMPIRE FIRE Coastal Empire Fire & Security 42 W. Montgomery Crossroads, Suite N Savannah. GA 31406 Phone 912 - 925.1324 Fax: 912- 925 -3024 PAGE 03/64 Come visit us at www.cernpfire.com Quotation: CEFS02869.00 To: Beachside Colony P.0. Box 1594 Tybee Island, Georgia 31328 Attn: Tommy Clark Phone: 912- 472 -7500 Fax: 912 -472 -7417 E -Matt: iiiwtctoaol.com Issued: Expiry Date: Sales Contact: Cell Phone: E -Mail: Project: Friday, January 08, 2010 Thursday, April 08, 2010 Larry Hartley Cornmercial Sales 912 - 925 -1324 lhartley@cerripfire.com Takeover of Monitoring and inspections Item fQty iPart Number Description Prioa /UnilL Annual NFPA 72 Fire inspection This Section Includes the price for doing an annual fire system Inspection. This is for the remaining three buildings that Coastal Empire Fire does not service at this time. 1. 1 3 NFPA72 Annual Fire Alarm Testing Section Total: Monitorinq of Fire System This section includes the price tor monitonng the Fire alarm system. This is the annual price for monitoring because it is tilled annualy, After this initial set up the monitoring is only $240.00 per year per buliding. 2.1 3 FAMonitoring 2. 2 3 Misc Fire & Bursar Central Station Monitoring (Discounted per Annual Payment) One time programming charge 5897.50 This will Include the re- programming of 1 silent knight 5208. 1 Firellte MS 6000, end 1 EST Quickstert Section Total: Grand Total: Acceptance of this proposal and a Company Issued Purchase Order or CEFS provided contract and deposit will be required, $968.00 51,863.50 Your Innovative Security Source for Industry and Office Page 2 of 3 CU. 1 a 512525-.7024 COASTAL FMPIRE 'RE Coastal Empire Fire & Security 42 W. Montgomery Crossroads, Suite N Savannah, GA 31406 Phone 912 - 925 -1324 Fax: 912- 925 -3024 TERMS & CONDITIONS OF SALE PAGE 04/04 Come visit us at www. cempfire. c om Quotation: CEFS02869.00 Pricing is based on Quantities Shown Pricing Is Valid for 60 Days Billing Terms are NET 30 based on Credit Approval TURNKEY INSTALLATIONS - are bilieo 50% upon start, 40% upon rough completion and 10% on fine) testing. PARTS WITH FINAL CONNECTION - are Wed 90% delivery, 10% on Final Testing. WORK IN PLACE CONTRACTS - are billed based on agreed upon draw dates. EQUIPMENT ONLY E. SERVICES - are billed upon delivery. A 1.5% per month late fee applies to all past due invoices. Late payment will lower the terms to NET15 or C.O.D. All systems must have payment In or near the 90% paid In level before the system can be functional, final tested or training can take place. No waiver or assignment can be made without specific written consent of an corporate Officer of CEFS. ONE YEAR LIMITED WARRANTY CEFS will provide fora 90 day workman's warranty on all installation quality issues. All product warranties are those provided for by the equipment manufacturer. These equipment warranties, expressed or implied, are serviced by CEFS and we accept no responsibility for the manufacturer's decline to replace damaged equipment that they determine as not within their standard equipment warranty return. Initial Labor to replace warranty parrs will be Included in the warranty. If it Is determined that the equipment was damaged due to non - warranty issues then our standard labor rates will apply. EXCLUSIONS TO SERVICE/WARRANTY CEFS is not an Insurer. Our warranty and service contracts do not cover, vandalism, acts of God, operator error or items beyond normal wear and tear. We do cover part major part failure that Is extraordinary if the item failed due to a defect In manufacture. The manufacturer will determine the status of that defect. Accepted By. PO #; Requested Start Date: Your Innovative Security Source for Industry and Office Page 3 of 3 8410312902 18: 48 912U25 -Jb'24 L ;L J L rmrLr;t t -L L //''N JCOASTAL. EMPME; IM suRrrit U Coastal Empire Fire & Security 42 W. Montgomery Crossroads, Suite N savannah, GA 31406 Phone 912- 925 -1324 Fax: 912 - 925 -3024 Comeviislf us6at w. ceempf rei-om Quotation: ton: CEFSO228Se.00 Quote Cover Page 1 Date: To: 1 Attn: Tommy Clark IPhone: 912 -472 -7500 I Fax: '412472-7417 Friday, March 05, 2010 8eachsde Colony P_O. Box 1594 Tybee Island, Georgia 31328 Total Pages: 3 including Cover From: Lary Hartley e3 Commercial Sales Phone: Fax: Email: 912 -926 -1324 912- 925 -3024 {hart!eyc cempfire.com RE: Quotation CEFS02869.O0 Takeover of Monitoring and Inspections The following is a price for the annual monitoring and inspections on the remaining three fire alarms that Coastal does not monitor or service at this time. Coastal Empire Fire & Security is licensed and insured in both the States of Georgia and South Carolina for the installation and service of all low voltage and faro alarm systems, If you have an questions or confirmation concerning this proposal please do not hesitate to call me et (912) 925 - 1324. Thank you for your time and consideration. Sincerely, Larry Hsrtlr Commercial Sales Your innovative Security Source for Industry and Office Page 1 of 3 Champion Fire Protection, Inc. 825 Wheaton Street Savannah, GA 31401 Phone: (912) 234 -0111 Fax: (9121236 -1303 Order #: S2790 Ticket: S2771 PO #: (none) 03/12/10 10:25 Give to: RICKY Wanted: 03/19/10 by TREY CLARK Promised: 03/19/10 by Cheryl Mason Job Code: 210111 Request: ANNUAL FIRE SPRINKLER INSPECTION $350 Work completed this visit: 110AcC_I 1 Customer: BEACHSIDE COLONY Site: BEACHSIDE COLONY Cust: (791) 657 -5277 Site: (912) 657 -5277 404 BUTLER AVENUE TYBEE ISLAND, GA 31328 Site Notes: Labor Use TIME X MAT. Truck: Hours LUMP SUM Mileage: Material Used Price Amount Total Labor Total Material Date Complete: / (Gl / w Total Vehicle TOTAL: Total Material Labor Use I hereby acknowledge the satisfactory completion of the above work. Customer Signature: Start Time Stop Time Hours Crew Rate Total Labor Total Material Date Complete: / (Gl / w Total Vehicle TOTAL: I hereby acknowledge the satisfactory completion of the above work. Customer Signature: Owner /Agent: BEACHSIDE COLONY PO BOX 1040 SAVANNAH, GA 31410 Contact: TREY CLARK Voice: (912) 657 -5277 Fax: ( ) - CeII: ( ) - REPORT OF INSPECTION / TEST Date: 3' - TI L) Property: Supervisory Alarm Company: BEACHSIDE COLONY 404 BUTLER AVENUE SAVANNAH, GA 31410 Contact: TREY CLARK Voice: (912) 657 -5277 Fax: ( ) - CeII: ( ) - Customer Inspector Signature: Signature: ( ) - Has the alarm company been contacted? Before Starting: _Yes No N/A After Completion: _Yes No — Resp. Party: CHAMPION FIRE PROTECTION, INC. Conducted by: Rr-tK L) D.VI.0 d:t0 –��1 Work Order: Property: BEACHSIDE COLONY Owner: BEACHSIDE COLONY CHAMPION FIRE PROTECTION, INC. ANNUAL 5 WET $350 / CUSTOMER #22018 / AHJ -CHAT CO }542560754400NERS SECTION WHOLE'BUIIAING' BUILDING Is the building occupancy, use, and hazard the same as the previous inspection? If not, is the hazard equal to or less than the previous occupancy? 2 Are all systems in full operational service? 3 Is the property the same as the previous inspection without additions or modifications to the building? If not, have changes to the building been reviewed, documented and properly protected by the fire protection system? 4 Was the property free of fire or sprinkler operation since the last inspection and if not, have the proper type of sprinklers been installed? 5 Are completed inspection records present at the property and available for inspection? 6 Has the yard piping or surrounding mains been free of breaks, repairs, or alterations? If not, has the piping been flushed? 7 If a major component or subsystem has been rebuilt or replaced, was the subsystem tested in accordance with the original acceptance test required? 1 Zes No Yes No Yes No Yes No Notes Due on: 03/01/2010 Form ID: 425B75517-1 Yes No (Yes No /Yes No 1$425B07si ,.tea ZLtAk- ALARM DEVICE -FLOW SWITCH -WET PIPE *INSP TEST 8 During testing, fire pumps shall remain in service unless all impairment procedures are followed. 9 Has the vane type water flow device been ZYes No activated by flowing the inspectors test connection? 10 Did exterior and interior audible and visual signals operate? 11 Is the flow switch free of damage and all electrical connections secure? ALARM DEVICE- ATER MOTOR GO G *INSP TEST 12 During testi g, fire pumps shall -main in service unle .s all impairment p .cedures are followed. 13 Has the wate motor gong be activated by flowing the ' nspectors test onnection? (The water go • may be tes -d via the bypass connec on during fr ezing weather) ALARM DEVICE -WAT =R PRE - SWITCH *INSP TEST 14 During testing, fir pump shall remain in service unless all pai r ent procedures are followed. 15 Has the water pres . u - switch been tested by using the inspe • s test connection? (The water motor g r g may be tested via the bypass connec 'n during freezing weather) 16 Did exterior and i er or audible and visual Yes No signals operate? 17 Is the pressure s itc free of damage and Yes No all electrical con ecti ns secure? ALARM VALVE 18 Is the alarm check val e free of exterior damage? 19 Is the alarm li e valve 'n the trim in the open positio'? Yes No 'Yes No Yes No Yes No Printed 03/12/2010 (All "NO" answers are to be fully explained.) Copyright 1992 - 2010 Systems Design Associates L.L.C. Yes No Yes No Page 1 fnrm RPV 7 Property: BEACHSIDE COLONY Owner: BEACHSIDE COLONY .CHAMPION FIRE PROTECTION, INC. REPORT OF INSPECTION / TEST ANNUAL 5 WET $350 / CUSTO ER #22018 / AHJ -CHAT CO Notes Due on: 03/01/2010 Form ID: 425B75517-1 20 Is the alarm test v: Ive on the trim i the closed position? 21 Is the retard chamb =r drip tight? 22 Is the alarm drain lines drip tight? 23 Is the alarm valve trim .iping fr ANTIFREEZE SYSTEM 24 Has the antifreeze soluti ' n the beginning of the free n hydrometer or refractomet that there is adequate fre Adjustments made mus be with Tables 5.3.4 a & b. GAUGE - DOUBLE 25 Record the s .ly 26 Does the supply e of leaks? Yes No Yes No Yes No Yes No b . en tested at Yes No season with a r to determine protection? i accordance s water gauge: de water gauge show normal water . essu e? 27 Record the system side water gauge: 28 Does the system side water gauge show normal water pressure? HANGERS & SEISMIC BRACING- REQUIRED 29 Are all hangers and seismic braces on exposed piping, as viewed from the floor, in place, secure and tight? Hangers installed in areas that are inaccessible for safety considerations due to process operations shall be inspected during each scheduled shutdown. Hangers above ceilings need not be inspected. HYDRAULIC NAMEPLATE - REQUIRED 30 Is the hydraulic nameplate securely attached to the riser and legible. MAIN DRAIN BACKFLOW W S 31 During testing, water supplies including fire pumps shall remain in service unless all impairment procedures are followed. 32 What is the size of the main drain /test connection? 33 Before performing the main drain test, record the sprinkler system supply gauge: 34 Record the sprinkler system supply gauge with main drain flowing wide open: 35 Record the supply gauge after the main drain test: 36 Are the flow test results within tolerance? PIPING - REQUIRED 37 The following questions apply to sprinkler piping that can be viewed from the floor and is not concealed above ceilings or in areas that are inaccessible, or for safety psi No (v psi ,es No /Yes No /es No inch considerations due to process operations shall be inspected during each scheduled shutdown. 38 Does sprinkler piping appear to be free of leakage? 39 Is exposed piping free of corrosion? 40 Is sprinkler piping free of external loads? (Signs, mechanical equipment and other items hung from or supported to piping) 41 Does all visible piping appear to be in good condition and free of mechanical damage? PRESSURE RELIEF VALVE -WATER 42 Is the pressure relief valve seate and free of leaking at normal s em pre- ure? 43 Is the pressure relief valv fre of damage and in good condition? 44 Is the relief valve in good on ion? e leaks? SPRINKLER HEADS - REQUIRED 47 Is there a supply of spare sprinkler heads (never fewer than six) located on the premises? 48 Do the sprinkler head correspond to the types and temperature ratings of the sprinklers in the property? 49 Are the sprinkler heads kept in a cabinet where the temperature is maintained below 100 °F (38 °C)? 50 Is there a sprinkler wrench for each type of sprinkler head? 51 Do sprinklers appear free of corrosion? 52 Do sprinklers appear properly positioned? 53 Do sprinklers appear to be properly spaced for the hazard protected, if required by the Authority Having Jurisdiction? 54 Do sprinklers appear to be free of foreign material buildup and paint? Reference 2 -4.1.7 for sprinkler protection in spray coating areas. 55 Is storage maintained at a proper distance below sprinklers and are sprinkler spray patterns free of obstruction? fr Printed 03/12/2010 (All "NO" answers are to be fully explained.) Copyright 1992 - 2010 Systems Design Associates L.L.C. 4es No Yes No -/Yes No Yes No Yes No Yes No Yes No RISER CHECK VALVE 45 Is the riser check va of exterior Yes No 46 Is the riser check v e tn piping free of Yes No Z'es No Yes No /Yes No Ziles No Yes No ,Yes No /Yes No 721es _No / Yes No Page 2 form RPV 7 Property: BEACHSIDE COLONY Owner: BEACHSIDE COLONY ,HAMPTON FIRE PROTECTION, INC. REPORT OF INSPECTION / TEST ANNUAL 5 WET $350 / CUSTOMER #22018 / AHJ -CHAT CO Notes Due on: 03/01/2010 Form ID: 425B75517-1 CONTROL VA, OS& ' LOCKED 56 Is the control v. I e in the open position? closed, follow i p : irment procedures a d conduct a drain tes to determine if th valve is open. 57 Is the control valve I. ked in the •.en position? 58 Is the valve accessible 59 Is the handwheel in plate . 60 Is the valve free of exter 61 Is the control valve pr identification denoti • the portion of the sys m it con 62 Has the control alve been through its ej ire range and d f Yes No d not broken? I water leaks? d with ystem or ols? erated r. turned to its —Yes —No Yes No Yes No Yes No Yes No Yes No normal position? / CONTROL VA,CC , TAMPER SWITCH (�✓` 63 Is the control valve in the open position? If 7211es _No closed, follow impairment procedures and conduct a drain test to determine if the valve is open. 64 Is the tamper switch on the control valve secured in place and free of damage? 65 Is the valve accessible? 66 Is the handwheel in place and not broken? 67 Is the valve free of external water leaks ? 68 Is the control valve provided with identification denoting the system or portion of the system it controls? 69 Does the tamper switch operate while moving the valve from its normal position within two revolutions of the handwheel, or within one fifth of the distance from normal position? 70 Does the signal from the tamper switch restore only in the normal position? 71 Has the control valve been operated through its entire range and returned to its normal position? FIRE DEPARTMENT CONNECTION 72 Is the fire department connection visible and accessible? 73 Are couplings and swivels free of damage and rotating smoothly? 74 Are plugs and caps in place and free of damage? 75 Are gaskets in place and in good condition? 76 Is the identification sign in place? I-Yes No Yes No 7-Yes No 7Yes No /Yes No ,Yes No Yes No /Yes No Yes No Yes No Yes No Yes No Yes No 77 Is the check valve tight and free of water leaks? 78 Is the ball drip in place and does it appear operable? 79 If caps are not in place, is the connection free of debris? 80 If caps are not in place, is the connection interior clapper working properly? —Yes No Yes No Yes No Yes No 54258075436: "WET SYSTEM 2y' l V ALARM DEVICE -FLOW SWITCH -WET PIPE *INSP TEST 81 During testing, fire pumps shall remain in service unless all impairment procedures are followed. 82 Has the vane type water flow device been activated by flowing the inspectors test connection? 83 Did exterior and interior audible and visual signals operate? 84 Is the flow switch free of damage and all electrical connections secure? ALARM DEVICE -WAT 85 During testing, fir service unless all are followed. 86 Has the water moto by flowing the inspec (The water gong may Yes No / Yes No Yes No R MOTOR GON *INSP TEST pumps shall r ain in i pairment pro edures gong been ors test c e teste bypass connection dur g f weather) ALARM DEVICE -WATER PRE 87 During testing, fire pump service unless all impair are followed. 88 Has the water pressure sw by using the inspectors to (The water motor gong m the bypass connection d i weather) 89 Did exterior and interior signals operate? 90 Is the pressure switch f all electrical connectio ALARM VALVE 91 Is the alarm check va e free of erior damage? 92 Is the alarm line vaiv on the trim i the open position? 93 Is the alarm test val e on the trim in the closed position? ree S S sh ctivated nnection? via the ing Yes No ITCH *INSP TEST II remain in procedures ch been tested connection? e tested via n freezing udib ee of d s secur Yes No and visual Yes No mage and Yes No Printed 03/12/2010 (All "NO" answers are to be fully explained.) Copyright 1992 - 2010 Systems Design Associates L.L.C. Yes No Yes No Yes No Page 3 form Rav 7 Property: BEACHSIDE COLONY Owner: BEACHSIDE COLONY .HAMPTON FIRE PROTECTION, INC. REPORT OF INSPECTION / TEST ANNUAL 5 WET $350 / CUSTOMER #22018 / AHJ -C AT CO 94 Is the retard chamber . rip tight? 95 Is the alarm drain line d . tight? 96 Is the alarm valve trim pip g free . leaks? ANTIFREEZE SYSTEM 97 Has the antifreeze solution b:e tested at the beginning of the freezing s ason with a hydrometer or refractometer termine that there is adequate free prot tion? in accor• -nce Notes Due on: 03/01/2010 Form ID: 425B75517-1 Adjustments made must with Tables 5.3.4 a & b. GAUGE - DOUBLE 98 Record the supp side water gauge: 99 Does the supply si normal water pre sur 100 Record the system side water gauge: 101 Does the system side water gauge show normal water pressure? HANGERS & SEISMIC BRACING - REQUIRED 102 Are all hangers and seismic braces on exposed piping, as viewed from the floor, in place, secure and tight? water gauge show 47 Hangers installed in areas that are inaccessible for safety considerations due to process operations shall be inspected during each scheduled shutdown. Hangers above ceilings need not be inspected. HYDRAULIC NAMEPLATE - REQUIRED 103 Is the hydraulic nameplate securely attached to the riser and legible. MAIN DRAIN W BACKFLOW 104 During testing, water supplies including fire pumps shall remain in service unless all impairment procedures are followed. 105 What is the size of the main drain /test connection? 106 Before performing the main drain test, record the sprinkler system supply gauge: 107 Record the sprinkler system supply gauge with main drain flowing wide open: 108 Record the supply gauge after the main drain test: 109 Are the flow test results within tolerance? PIPING - REQUIRED 110 The following questions apply to sprinkler piping that can be viewed from the floor and is not concealed above ceilings or in areas that are inaccessible, or for safety considerations due to process operations shall be inspected during each scheduled Printed 03/12/2010 (All "NO" answers a Copyright 1992 - 2010 Systems Design Associates L.L.C. Yes No Yes No Yes No _Yes No SI 0 (O psi 1(es No Zes No /s No 1 Lr inch `Qo psi 145- psi 00 psi /es No shutdown. 111 Does sprinkler piping appear to be free of leakage? 112 Is exposed piping free of corrosion? 113 Is sprinkler piping free of external loads? (Signs, mechanical equipment and other items hung from or supported to piping) 114 Does all visible piping appear to be in good condition and free of mechanical damage? PRESSURE RELIEF ► LVE -WA ER 115 Is the pressure -lief valve s -ated and free of leaking at nor al system 116 Is the pressure r of damage and in good cond 117 Is the relief valve good cond ion? RISER CHECK VALVE 118 Is the riser check v. Ive free . exterior damage? 119 Is the riser check val a tri piping free of leaks? SPRINKLER HEADS -RE . UI D 120 Is there a supply of sp ; e sprinkler heads (never fewer than si jL, ated on the premises? 121 Do the sprinkler h ,. -spond to the types and tem•e ature ra ngs of the sprinklers in the property? 122 Are the spri • er heads ke in a cabinet where the temperature is maintained below 100 °F (38 °C)? 123 Is there a sprinkler wrench for each type of sprinkler head? 124 Do sprinklers appear free of corrosion? 125 Do sprinklers appear properly positioned? 126 Do sprinklers appear to be properly spaced for the hazard protected, if required by the Authority Having Jurisdiction? 127 Do sprinklers appear to be free of foreign material buildup and paint? Reference 2 -4.1.7 for sprinkler protection in spray coating areas. 128 Is storage maintained at a proper distance below sprinklers and are sprinkler spray patterns free of obstruction? CONTROL VA, OS &Y, LOCKED 129 Is the control valve in t closed, follow impair conduct a drain test valve is open. re to be fully explained.) 4es No Ves No /Yes No /es No Yes No Yes No Yes No Yes No Yes No Yes No es No 4es No ..4-es No <Yes No �esNo 4 Yes No Yes No es No en position? If _Yes No procedures and etermine if the Page 4 form Rev 2 Property: BEACHSIDE COLONY Owner: BEACHSIDE COLONY -.HAMPION FIRE PROTECTION, INC. REPORT OF INSPECTION / TEST ANNUAL 5 WET $350 / CUSTOMER #22018 / AHJ -CHAT CO Notes Due on: 03/01/2010 Form ID: 425B75517-1 130 Is the control valve locked in the open position? 131 Is the valve accessible? 132 Is the handwheel in place and not broken? 133 Is the valve free of external water leaks? 134 Is the control valve provided with identification denoting the system or portion of the system it controls? 135 Has the control valve been operated through its entire range and returned to its normal position? CONTROL VA, OS &Y, TAMPER SWITCH 136 Is the control valve in the open position If Yes No closed, follow impairment procedures -nd conduct a dr -: test to determine if t e ,fes No 4es No 7,Yes _No Yes s No Ye No ZYes No valve is open. 137 Is the tamper s tch on the contr4I valve secured in place : nd free of d age? 138 Is the valve accessible? 139 Is the handwheel i place - d not broken? 140 Is the valve free of ern :l water leaks ? 141 Is the control valve p • ded with identification denotin• he system or portion of the syste it controls? 142 Does the tamper itch •perate while moving the valy- from it normal position within two revo tions oft , e handwheel, or within one fi of the dista ce from normal position? 143 Does the -ignal from the to per switch restore only in the normal po ition? 144 Has the control valve been o rated through its entire range and re rned to its normal position? FIRE DEPARTMENT CONNECTION 145 Is the fire department connection visible and accessible? 146 Are couplings and swivels free of damage and rotating smoothly? 147 Are plugs and caps in place and free of damage? 148 Are gaskets in place and in good condition? 149 Is the identification sign in place? 150 Is the check valve tight and free of water leaks? 151 Is the ball drip in place and does it appear operable? 152 If caps are not in place, is the connection free of debris? Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No /Yes No /Yes No Yes No ( Yes No (es No fifes No No Yes No 153 If caps are not in place, is the connection interior clapper working properly? Yes No IS42S8076456: WET SYSTEM 340#823 Oc ALARM DEVICE -FLOW SWITCH -WET PIPE *INSP TEST 154 During testing, fire pumps shall remain in service unless all impairment procedures are followed. 155 Has the vane type water flow device been activated by flowing the inspectors test connection? 156 Did exterior and interior audible and visual signals operate? 157 Is the flow switch free of damage and all electrical connections secure? ALARM DEVICE -WA 158 During testing, fi service unless all are followed. 159 Has the water moto by flowing the inspe (The water gong may bypass connection dur weather) ALARM DEVICE -WATER PRE .S 160 During testing, fire pump s service unless all impairm: n are followed. 161 Has the water pressure swit by using the inspectors test (The water motor gong may the bypass connection duri weather) 162 Did exterior and interior a d signals operate? 163 Is the pressure switch fr -- o all electrical connection ALARM VALVE 164 Is the alarm check vale- free of e erior damage? 165 Is the alarm line valve on the trim i the open position? 166 Is the alarm test val - on the trim in he closed position? 167 Is the retard cham.er drip tight? 168 Is the alarm drain ine drip tight? 169 Is the alarm valv trim piping free of I aks? �es No Yes No Yes No ER MOTOR GONG *IN • P TEST e pumps shall remain n ' mpairment procedu es gong been activ ors test conne e tested via g freezing ted tion? he Yes No SWI CH *INSP TEST hall emain in t p ocedures g been tested nnection? tested via reezing Yes No ibl- and visual Yes No f da age and Yes No secure. Printed 03/12/2010 (All "NO" answers are to be fully explained.) Copyright 1992 - 2010 Systems Desiqn Associates L.L.C. _Yes No Yes No Yes No Yes No Yes No Yes No Page 5 form Pc,, 7 Property: BEACHSIDE COLONY Owner: BEACHSIDE COLONY .HAMPION FIRE PROTECTION, INC. REPORT OF INSPECTION / TEST ANNUAL 5 WET $350 / CUSTOMER #22018 / AHJ -CHAT CO ANTIFREEZE SYSTEM 170 Has the antifreeze s. ution the beginning of the fr -zin hydrometer or refractom: ter that there is adequate free Adjustments made must with Tables 5.3.4 a & b GAUGE- DOUBLE 171 Record the uppl ide water gauge: 172 Does the sup . ide water gauge show normal wate . e ure? Notes Due on: 03/01/2010 Form ID: 425B75517-1 been •sted at _Yes No g se son with a t determine protection? i .ccordance 173 Record the system side water gauge: 174 Does the system side water gauge show normal water pressure? HANGERS & SEISMIC BRACING- REQUIRED 175 Are all hangers and seismic braces on exposed piping, as viewed from the floor, in place, secure and tight? Hangers installed in areas that are inaccessible for safety considerations due to process operations shall be inspected during each scheduled shutdown. Hangers above ceilings need not be inspected. HYDRAULIC NAMEPLATE- REQUIRED 176 Is the hydraulic nameplate securely attached to the riser and legible. MAIN DRAIN W/O BACKFLOW 177 During testing, water supplies including fire pumps shall remain in service unless all impairment procedures are followed. 178 What is the size of the main drain /test connection? 179 Before performing the main drain test, record the sprinkler system supply gauge: 180 Record the sprinkler system supply gauge with main drain flowing wide open: 181 Record the supply gauge after the main drain test: 182 Are the flow test results within tolerance? PIPING- REQUIRED 183 The following questions apply to sprinkler piping that can be viewed from the floor and is not concealed above ceilings or in areas that are inaccessible, or for safety considerations due to process operations shall be inspected during each scheduled shutdown. psi No psi 2tes No �s No �es No inch Cod. psi psi psi Yes No 184 Does sprinkler piping appear to be free of leakage? 185 Is exposed piping free of corrosion? 186 Is sprinkler piping free of external loads? (Signs, mechanical equipment and other items hung from or supported to piping) 187 Does all visible piping appear to be in good condition and free of mechanical damage? PRESSURE RELIEF VALVE- ATER 188 Is the pressure relief val - seated and fr-e of leaking at normal syste pressure? 189 Is the pressure relief valve ree of d age and in good condition? 190 Is the relief valve in good co dit CHECK VALVE 191 Is the riser check valve fre .f xterior damage? 192 Is the riser check valy_ rim pipin free of leaks? SPRINKLER HEADS -R - • UIRED 193 Is there a supply of spare sprinkler heads (never fewer than six) located on the premises? 194 Do the sprinkler head correspond to the types and temperature ratings of the sprinklers in the property? 195 Are the sprinkler heads kept in a cabinet where the temperature is maintained below 100 °F (38 °C)? 196 Is there a sprinkler wrench for each type of sprinkler head? 197 Do sprinklers appear free of corrosion? 198 Do sprinklers appear properly positioned? 199 Do sprinklers appear to be properly spaced for the hazard protected, if required by the Authority Having Jurisdiction? 200 Do sprinklers appear to be free of foreign material buildup and paint? Reference 2 -4.1.7 for sprinkler protection in spray coating areas. 201 Is storage maintained at a proper distance below sprinklers and are sprinkler spray patterns free of obstruction? CONTROL VA, OS &Y, LOCKED 202 Is the control valve in the open position? If closed, follow impairment procedures and conduct a drain test to determine if the valve is open. 203 Is the control valve locked in the open position? Printed 03/12/2010 ( All "NO" answers are to be fully explained.) Copyright 1992 - 2010 Systems Design Associates L.L.C. Yes No es _No Yes No 4es No Yes No Yes No Yes No Yes No Yes No /Yes No LVYes No /Yes No Yes No _,,Yes _No Yes _No eyes No CNo No Yes No l s No Page 6 form Rev .2 Property: BEACHSIDE COLONY Owner: BEACHSIDE COLONY .,rIAMPION FIRE PROTECTION, INC. REPORT OF INSPECTION / TEST ANNUAL 5 WET $350 / CUSTOMER #22018 / AHJ -CHAT CO Notes Due on: 03/01/2010 Form ID: 425B75517-1 204 Is the valve accessible? 205 Is the handwheel in place and not broken? 206 Is the valve free of external water leaks? 207 Is the control valve provided with identification denoting the system or portion of the system it controls? 208 Has the control valve been operated through its entire range and returned to its normal position? CONTROL VA, OS &Y, TAMPER SWITCH 209 Is the control valve in the o•en position? If dosed, follow impairment p ocedures and conduct a drain test to dete ine if the valve is open. 210 Is the tamper switch on the c•ntrol valve secured in place and free of •amage? 211 Is the valve accessible? 212 Is the handwheel in place and of bro 213 Is the valve free of external wa r le. s ? 214 Is the control valve provided wi identification denoting the syste p or portion of the system it controls 215 Does the tamper switch opera- hile _Yes No moving the valve from its no al .osition within two revolutions of the hand heel, or within one fifth of the dist- ce fro normal position? 216 Does the signal from t tamper s itch Yes No restore only in the no al position 217 Has the control valv been operat d through its entire range and retur -d to its normal position FIRE DEPARTMENT CONNECTION 218 Is the fire department connection visible and accessible? 219 Are couplings and swivels free of damage and rotating smoothly? 220 Are plugs and caps in place and free of damage? 221 Are gaskets in place and in good condition? 222 Is the identification sign in place? 223 Is the check valve tight and free of water leaks? 224 Is the ball drip in place and does it appear operable? 225 If caps are not in place, is the connection free of debris? 226 If caps are not in place, is the connection interior clapper working properly? Yes No 7n4es No es No de's _No jes No No Yes No Yes No Yes No Yes No Yes No Yes No 4-es No /Yes No 4es No Yes No /Yes No Yes No /Yes No JYes No /Yes No S425B075476: WET STEM 4-ZONE 4 ALARM DEVICE -FLO SWITCH -WET PIPE *INSP EST 227 During testing, fir pumps shall remain in service unless all i pairment procedures are followed. 228 Has the vane type :ter flow device been activated by flowing e inspectors test connection? 229 Did exterior and interior audible and visua signals operate? 230 Is the flow switch free o damage and all electrical connections s: cure? ALARM DEVICE -WATER MO • R GONG *1 SP TEST 231 During testing, fire pump . shall remai in service unless all impair ent proced res are followed. 232 Has the water motor gong .een act ated by flowing the inspectors t t conn ction? (The water gong may be to ted vi the bypass connection during fr-ezin weather) ALARM DEVICE -WATER PRESS W TCH *INSP TEST 233 During testing, fire pumps she remain in service unless all impairment .rocedures are followed. 234 Has the water pressure swi been tested by using the inspectors tes c. nection? (The water motor gong m. b= tested via the bypass connection d ing eezing weather) 235 Did exterior and interior -udibl signals operate? 236 Is the pressure switch ree of damage and _Yes No all electrical connecti' ns secur ALARM VALVE 237 Is the alarm check -Ive free of •xterior damage? 238 Is the alarm line v open position? 239 Is the alarm test closed position 240 Is the retard ch 241 Is the alarm d 242 Is the alarm v Yes No Yes No Yes No Yes No Yes No and visual Yes No ANTIFREEZE SYS Has the ant the beginni hydromete that there Adjustm with Tab Ive on the tri in the alve on the tri mber drip tight? in line drip tight? Ive trim piping fre EM 243 reeze solution bee g of the freezing se or refractometer to s adequate freeze pr is made must be in a s 5.3.4 a & b. Printed 03/12/2010 ( All "NO" answers are to be fully explained.) Copyright 1992 - 2010 Systems Design Associates L.L.C. in the of leaks? Yes No Yes No Yes No Yes No Yes No Yes No tested at _Yes No son with a termine tection? cordance Page 7 form Rev. 2 Owner /Agent: BEACHSIDE COLONY PO BOX 1040 SAVANNAH, GA 31410 Contact: TREY CLARK (912) 657 -5277 Conducted by: ..HAMPTON FIRE PROTECTION, INC. REPORT OF INSPECTION / TEST ANNUAL Property: BEACHSIDE COLONY 404 BUTLER AVENUE SAVANNAH, GA 31410 Contact: TREY CLARK (912) 657 -5277 Due on: 03/01/2010 Form ID: 425B75517-1 Signature: Date: All "NO" answers are to be fully explained on this page. Question Number Needs Attention Observations: t ` 4t Printed 03/12/2010 Copyright 1992 - 2010 Systems Design Associates L.L.C. Page 12 ,04r QD -i- Val /) 4 Coastal Empire Fire & Security WORK ORDER 7400 Abercom Street Suite 705 -232 SAVANNAH, GA 31406 (912) 925 -1324 FAX (912) 925 -3024 BILLING ADDRESS / 1 Company: — cL s Ito,•• L Attn: , ,A,„01.k j CJ k Street/PO Box: {'O` - * \t-R RECEIVED � 0s -os -10 City /State/Zip Complete this section WORK ORDER # DATE z4 c� CUSTOMER PO SERVICE ADDRESS Contact Person: Complete this Section if Site is Different from Billing DESCRIPTION OF PRAS°CEM /SERVICE: f■ %Q jn ii of fiTA/ PARTS USED: LABOR HOURS Travel Start: Arrival Time: Departure Time: Breaks: Hours Travel: Hours Working: Complete? t(40 tZ ZU 2(0 6I N This is not an Invoice. Labor and Taxes will be applied. 0 OM 's Signature Technicia4tivaatire Technician is responsible for the validity of the action taken. Signatures verify the above technician was on -site. Copies: White (original) - Customer Yellow - To Office Pink - Billing Z4 7--1e---) 5z74 1 City of Tybee Island • Community Development Dept. Inspection Report 403 Ri4er Ave. • P.O. Box 2749 • Tybee Island, GA 31328 -Ph'one 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. 6.4)-0/e/i Date Requested Owner's Name 34 e,46,e6.60,1 Date Needed /0 Subcontractor Gen. Contractor Contact Information 6../c.7- Project Address 404 1-1-147.:- Scope of Work Inspector Inspection ()04 - sc-i arszi Docvm Prvk c>c)(f- •IDF(74.)t) 1)z, FiziE Inspection Date of Inspection Pass Fail 1:3 Fee f)"--) RJR P 4100rn, 11`)Vite---fra•-) t) 1--?(A. 10) )c-1-1,\360MIEZ --i1ZOVZ-( bi Inspection Pass E3 Fail El Fee 1 Pass 0 Fail 0 Fee Inspection Pass 0 Fail Fee City of Tybee Island Community Development Dept.. Inspection Eeport 403 Butler Ave. • P.O. Box 2749 • Tybee Isiackdi GA 3132b Phone 912.7E0.4573 ext, 114 - Fax- 912-786.9539 brrnit No. OC - 6",•/1/6- Date Requested i veneris Name Date Needed ert. Contractor Subcontractor Dntact information roject Adduess cope of Work Ispector Date of Inspection ospection Z F,'/VA°Z- Pass Fail Et Fee _ 190.e c; 70 fr,--,0-0 ( ge. )12 A/ ir c "."?. /7 /*6.< 4, t. #._7 et. r; /1 C 74) rn e- )1 1...f.7. if 111-9 / Arrk (-I Al P4).41-..-1 j .5 i'9e If2 /1"1 7 Pa Z- etthien. ss-0 7 it, r (Lie 771 7- 4.0Z 7042 • 1./•• r's ,4,i-'Q --IT/62 leZ. ( 5ff /1_5 procir (N, • • 09t/44. 75- 19P "...7-1 terl f OS 44-4-- ispection tspection Pass rl Faro Fee Pass Fail r-1 Fee V 4- Cly- of Tyia).Ee. Istariti Cqtr'entultr DevekrprreieFA Dept Inspeciton Report 403 ?ter Ave. - PC. Gm 214,g; Tybee Igarid, GA 21328 Pha tfl..Z.TEi0,41.773 tt 14 - 912„786.953.€7 Penile i t No. 11-kc_ ck c-v-, Owner's Name Gen. Contractor (2.a ritact Info rillatk' N Pf--oject f•-•.cidress: Scope c Worlz inspector rns pectia Date kequested 1 ‘71 9 Date ft eedad Subcontractor - Date of Ingpection Pass r This Unit has been tee:ed In accordance v:ith M F 330 and Design Pressure (DP) Rated In accordance with International Residential Code 2000 and witnessec by an independent PAM accredited lab. This rating Is strictly for this single unit. )'A:15-;7pecticiro Ck if this unit is used in a multiple.,:r.ombinator, refer to the lowest rating of windows, &:ors and/or mullions for overall rating olcombinations. - - A-Tv VP16•Jurr. eS/C.• -+e;2- Inspect:4)n. Fait El Fe.P. CS% V t-f,4..,.. M t e3 1)7 1 v...) 1,-.I.J--, \ i p 1DR Pag.s: rI F 123 Fee r) C.) •Excatc%— 5sTo o 45 t L:2- r." Pass Fail Fee V r. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 rmit No. 06 '6> `/(, Date Requested 1 2 l ' : . 1 6 vner's Name F J Ir Lc i'_./.!(:^k., 'n Date Needed f L ►ul i 7 . w 1 ' 1 n. Contractor I Subcontractor ntact Information aject Address 4(4 I-;. ape of Work 'f' i. -1,c 7 , -T 416_ 1 Spector 'i /4 Date of Inspection spection 1 42- (A.,..,17,-,7 ` EK4 4, ( A>-t'ln Pass I Fee spection Pass ❑ Fail Fee spection Pass Q Fail Fee spection Pass Fail ❑ Fee rmit Mo. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 • Phone 912.786.4573 ext. X114 • Fax 912.786.9539 Date Requested vner's Name - f?>,� i Contractor ntact Information Dject.Address ope of Spector spectio n spection Pass ❑ Fail ❑ Fee z 4 /DI rXVrn VS raa XtessJ ;,•.}fly ,_': L�r �� Date Needed Subcontractor L-I. {.�c.�- -0J-4 rI� Work f-�. Date of Inspection i n 6 111 1 isZ� (1 op ® "�Gs h 3orc.. �o UL 0371 s? 5 . , q.flo�S 'JSA og z.JOo� S�vbS - 6(..l)G 1 �. j iS14'i�/l o li3Oki /0?? 731 . _ ^ (,y4) 111 (36 .CD►SGoss.�5 e?/(75 Fee spection Pass 0 Fail ❑ Fee spection Pass 0 Fail ^ Fee 4. Gypsum Wallboard Partitions -Wood Framing (load - bearing) (CAD FILE NAME GOLDH.DWG OR GOLDH.DXF) No. Fire Rating Ref. Design No. Description STC Test No. FIRE — SOUND 1 45 min. UL U317 1/2" (12.7 mm) Fire - Shield C Gypsum Wallboard or 1/2" (12.7 mm) Fire - Shield C Kal-Kore plaster base nailed both sides 2 x 4 (38 mm x 89 mm) studs, 16" o.c. (406 mm). 34 NGC 2161 2 1 hr. UL U305 5/8" (15.9 mm) Fire - Shield Gypsum Wallboard, 5/8" (15.9 mm) 35 NGC 2403 GA WP 3605 Fire - Shield Kal -Kore plaster base or 5/8" (15.9 mm) Fire - Shield MR Board nailed both sides 2 x 4 (38 mm x 89 mm) wood studs, 16" o.c. (406 mm). GENERAL REFERENCE QUICK SELECTOR FOR FIRE AND SOUND RATED SYSTEMS Gypsum Wallboard Partitions -Wood Framing (load - bearing) (cont'd) (CAD FILE NAME GOLDH.DWG OR GOLDH.DxF) No. Fire Rating Ref. Design No. Description STC Test No. FIRE - SOUND 3 1 hr. UL U309 5/8" (15.9 mm) Fire Shield Gypsum Wallboard or 5/8" ` GA WP 3510 (15.9 mm) Fire - Shield MR Board nailed both sides 2 x 4 (38 mm x 89 mm) studs, 24" o.c. (610 mm). 38 NGC 2404 4 1 hr. UL U340 5/8" (15.9 mm) Fire - Shield C Wallboard nailed or screwed 7" o.c. 45 Based on 178 mm) to 2x4 (51 mm x 102 mm) wood studs 24" o.c. NGC 2375 610 mm) staggered 12" o.c. (305 mm). Single 6" (152 mm) plate. ound rating with 31/2" (88.9 mm) glass fiber in cavity. 5 1 hr. 1,111 # 1111110141 WHI 694 -0200 5/8" (15.9 mm) Fire - Shield C Gypsum Wallboard, screw applied 50 Based on GA Based on to Resilient Furring Channel spaced 24" o.c. (610 mm) one side TL 77 -138 WP 3230 only, on 2 x 4 (38 mm x 89 mm) studs spaced 24" o.c. (610 mm). Other side 5/8" (15.9 mm) Fire - Shield C Gypsum Wallboard screw attached direct to studs. 3" (76 mm) mineral wool (3 pcf) in stud cavity. 6 1 hr. 7 2hr. UL U312 1/2" (12.7 mm) Fire - Shield C Wallboard, 1/T (12.7 mm) ' FM WP -147 Fire - Shield C Kal -Kore plaster base or 1/2" (12.7 mm) Fire - Shield GA WP 3341 C Durasan laminated to 1/4" gypsum wallboard nailed to both sides 2 x 4 (38 mm x 89 mm) studs, spaced 16" o.c. (406 mm). 45 NGC 2321 FM WP -360 5/8" (15.9 mm) Fire - Shield Gypsum Wallboard base layer nail 40 Based on GA WP 4135 applied horizontally to both sides 2 x 4 (38 mm x 89 mm) wood studs, NGC 2363 spaced 24" o.c. (610 mm). Face layer 5/8" (15.9 mm) Fire - Shield Gypsum Wallboard nail applied horizontally to both sides. Rating also applies with 5/8" (15.9 mm) Fire - Shield Kal -Kore plaster base. 8 est. 2 hr. FM Based on Two layers 5/8" (15.9 mm) Fire - Shield Gypsum Wallboard nailed 50 NGC 2368 WP -360 one side to 2 x 4 (38 mm x 89 mm) wood studs, 16" o.c. GA Based on (406 mm). Two layers other side screw applied to Resilient WP 4135 Furring Channels spaced 24" o.c. (610 mm). Rating also applies with 5/8" (15.9 mm) Fire - Shield Kal -Kore plaster base. 9 2hr. 10 2hr. 11 2hr. FM Based on Two layers 5/8" (15.9 mm) Fire - Shield Wallboard nail WP -360 applied horizontally to both sides of 2 x 4 (38 mm x 89 mm) GA WP 3910 wood studs 16" o.c. (406 mm) staggered 8" o.c. (203 mm). Single 6" (152 mm) plate. Rating also applies with 5/8" (15.9 mm) Fire - Shield Kal -Kore plaster base. 51 NGC 2377 FM Based on 5/8" (15.9 mm) Fire - Shield Wallboard base layer applied vertically, 58 NGC 3056 WP -360 nailed 24" o.c. (610 mm). Face layer 5/8" (15.9 mm) Fire- Shield GA WP 3820 Wallboard applied horizontally, nailed 8" o.c. (203 mm). Double row of 2 x 4 (38 mm x 89 mm) wood studs 16" o.c. (406 mm) on separate plates, sound rating with 31/2" (88.9 mm) mineral wool or glass fiber in cavity. Rating also applies with 5/8" (15.9 mm) Fire - Shield Kal -Kore plaster base. UL U301 Two layers of 5/8" (15.9 mm) Fire - Shield Gypsum Wallboard 40 NGC 2363 or 5/8" (15.9 mm) Fire - Shield Kal -Kore plaster base nail applied to 2 x 4 (38 mm x 89 mm) wood studs spaced 16" o.c (406 mm). Boards may be applied horizontally or vertically with all joints staggered. EXTERIOR WALLS 12 2hr. UL U302 Two layers 5/8" (15.9 mm) Fire - Shield Gypsum Wallboard GA WP 8410 nailed horizontally or vertically to inside face of 2 x 4 (38 mm x 89 mm) wood studs 16" o.c. (406 mm). 1/2" (12.7 mm) gypsum sheathing nailed to outside face of studs, brick veneer facing. 13 1 hr. UL Based on 5/8" (15.9 mm) Fire - Shield Gypsum Wallboard nailed 1 U305 horizontally or vertically to inside face of 2 x 4 I . GA WP 8105 (38 mm x 89 mm) wood studs 16" o.c. (406 mm). 5/8" (15.9 mm) Fire - Shield Gypsum Sheathing nailed vertically to outside face of studs 7" o.c. (178 mm) in field, 4" o.c. (102 mm) perimeter. Exterior cladding attached through sheathing to studs. NATIONAL GYPSUM QUICK SELECTOR/GENERAL REFERENCE 13 v` QUICK SELECTOR FOR FIRE AND SOUND RATED SYSTEMS RECEIVED Gypsum Wallboard Partitions -Wood Framing (load- bearing) (cont'd) (CAD FILE NAME GOLDH.DWG OR GOLDH.DXF) No. Fire Rating Ref. Design No. Description STC Test No. FIRE — SOUND 14 1 hr. WHI 651 -0319 5/8" (15.9 mm) Fire - Shield C Wallboard horizontally nailed to one side of horizontal 2 x 4 (38 mm x 89 mm) girts spaced 24" o.c. on 6 x 6 wood columns spaced 8' -0" o.c. Metal cladding vertically screw attached to exterior horizontal girls with 3" thick mineral fiber insulation nailed to interior of exterior girts. 15 111 ,e1.0,1•101011, hf \)irc &LS'6 - 4-828 Two layers 5/8" (15.9 mm) Fire - Shield Wallboard screw attached horizontally or vertically to inside face of 2 x 4 (38 mm x 89 mm) wood studs spaced 16" o.c. 5/8" (15.9 mm) Fire - Shield Gypsum Sheathing nail or screw attached horizontally to outside of studs. Portland Cement Stucco facing. 3" (76 mm) mineral wool in stud cavity. (Dan s cie. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.D. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 lit No. QC - U /4i6 Date Requested 81/4 fs/O9 er's Name Date Needed S/ Si /R Contractor Subcontractor act Information 7n inn, y <ja,2 /! Tct Address 9c 4.71 7544 7 -4 CR re of Work t‘:. (6- ector _ -2/43 tbpi, ,' OAT' ectoo n L . ' f�N,4 Gth ,t'oovs /'.9!,E0 70 Date of Inspection 9 Pass Fail Gi6P7 C g '7 jO''i041 4%` t2(,i it /7 Lace i Nat 9 t o ",t 7> C© r, pe- „-,rcr 71.) fb,9 /o/ 01,11(-1 a fr91 T 4,)-' "1 72- ec-tion C LIPN6C 1900/A-1-11j 171 £6' VS — C uFa - 77/01- "oz 70a C-A 4. 7.6 416 HIS /nSOQcr /140gn II/19 517, 1!N�L�Q r' 't•^� r i ' c u T i N Ca S i c S Al" /4 K T 6' A✓4 C ection Pass DfraJrb Fee section Fee s 21 City of Tybee Island • Coy(munity Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island,. GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. to - Date Requested Date Needed Subcontractor %Q a cG. s . ciq.. Owner's Name c Gen. Contractor Contact Information Project Address 14 } `J 04- Scope of Work Inspector J • n". tom, Inspection Inspection Inspection a OA.0 k C Date of Inspection l \ -5100eiz ;,,> >� fl dAc ou rY A-IG cz — , �l -f-4x 3 Pass 4ILA Fail [3 Fee Pass ❑ Fail gi Fee 02137- (gyp ( Fars Ell I F "l En Fee .- FIZ LIFE 4 FE, t 14s wb -• m i k) t7 r�'' /..\- 411 z -tom 1�7 J� L, z ( 1.-41.AZ. i4Jokb. s 0 Inspection Pass Q Fail ❑ Fee 06/0146 Beachside Colony 404 Butler Ave. 27 units 03/27/08 FOOTING SLAB UNIT NAIL ROUGH ROUGH ROUGH FRAMING INSUL. FIRE TEMP. FINAL FINAL FINAL FINAL FEMA C.O. PATTERN ELEC. PLUMB. MECH. WALL POWER ELEC. MECH. PLUMB. BUILD. pass 701 pass pass pass pass pass pass pass pass pass pass pass pass pass pass 702 pass pass pass pass pass pass pass pass pass pass pass pass pass pass 7003 pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass 705 pass pass pass pass pass pass pass pass pass pass pass pass pass pass 706 pass pass pass pass r pass pass pass pass pass pass pass pass pass pass 111 pass pass pass pass pass pass pass pass pass pass pass a SS' pass 112 pass pass pass pass pass pass pass pass pass pass pass pass 113 pass pass pass pass pass pass pass pass pass pass pass pass 114 pass pass pass pass pass pass pass pass pass pass pass I pass 115 pass pass pass pass pass pass pass pass pass pass pass pass 116 pass pass pass pass pass pass pass pass pass pass pass pass 117 121 pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass pass $ass pass xAcs 122 pass pass pass pass pass pass pass pass pass pass pass I pass 123 pass pass pass pass pass pass pass pass pass pass pass pass 124 pass pass pass pass pass pass pass pass pass pass pass pass 125 pass pass pass pass pass pass pass pass pass pass pass pass 126 pass pass pass pass pass pass pass pass pass pass pass pass 127 pass pass pass pass pass pass pass pass pass pass pass pass 131 pass pass pass pass pass pass pass pass pass pass pass pass 132 pass pass pass pass pass pass pass pass pass pass pass pass 133 pass pass pass pass pass pass pass pass pass pass pass pass 134 pass pass pass pass pass pass pass pass pass pass pass pass 135 pass pass pass pass pass pass pass pass pass pass pass pass 136 pass pass pass pass pass pass pass pass pass pass pass pass 137 pass pass pass pass pass pass pass _ pass pass pass pass 4 tree: 07 -0010 alarm system: pass sprinkler: 07 -0052 and 07 -0289 - pass $5,000 cash deposit - handrails $25,000 Letter of Credit - site work CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 111 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 112 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 113 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 114 APPROVED BY: cs-de4 P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 115 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org 060146 27-UNIT CONDOMINIUM WALTER T CL 1429 ESTIL A JR. SEE L AVENUE, UNIT 40 ISLAND GA 3 D 4 BUTLER AVE 1328 1328 UNIT P Q Box 249 , 443 Butler �914� 786-4573 Avenue � Tybee AX Isl 12r ,86 www.eityoftybee 5737GeOrgia 313 g 28 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 121 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 122 APPROVED BY: c�- P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 123 APPROVED BY: c._7,- iz, P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 124 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 125 APPROVED BY: c_,--7,-- P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 126 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 127 APPROVED BY: c.7- P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 131 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 132 APPROVED BY: co--7,- P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 133 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 134 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 135 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 136 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 137 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org I) First National Bank FIRST NATIONAL BANK SAVANNAH, GEORGIA IRREVOCABLE LETTER OF CREDIT LETTER OF CREDIT NO.: 56 ISSUE DATE: 03/07/2008 EXPIRATION DATE: 03/07/2009 BENEFICIARY: CITY OF TYBEE ISLAND P.O. BOX 2749 TYBEE ISLAND, GA 31328 Ladies and Gentlemen: RECEIVED At the request and for the account of our customer C & R Equities, LLC ( "Borrower "), we First National Bank (the "Bank ") hereby establish in your favor this Irrevocable Letter of Credit ( "Letter of Credit "). Subject to the terms and conditions herein, this Letter of Credit authorizes you to draw on us an amount not to exceed Twenty Five Thousand Dollars and No Cents ($25,000.00). You may obtain the funds available under this Letter of Credit by presentment to us of your sight drafts or drafts dated the date of its presentment to us. Drafts must be conspicuously marked, "Draw under First National Bank Irrevocable Letter of Credit No56. Communications with respect to this Letter of Credit shall be in writing and shall be addressed to us at 5225 Abercorn Street, Savannah, GA 31405 Attn: President, specifically referring to the number and date of this Letter of Credit. First National Bank, 5225 Abercorn Street, Savannah, Georgia 31405 Each draft presented to us must be accompanied by the following documents: • Original Letter of Credit • A sworn statement by an official of City of Tybee Island (the "Beneficiary ") certifying that the draft(s) are the amount due resulting from unsatisfactory performance on the part of C & R Equities, LLC (the "Borrower "). Each draft presented for payment against this Letter of Credit and each accompanying certification must be dated the date of its presentation to us and may be presented only on a Banking Day. As used in this Letter of Credit, "Banking Day" Shall mean any day other than a Saturday, Sunday, legal holiday or a day on which the banking institutions in Savannah, Georgia, are authorized or required to close. Your sight draft accompanied by your certification to us as set forth above and presented in full compliance with the terms and conditions of this Letter of Credit at or before 4:00 P.M., Eastern Standard Time, on a Banking Day, will be honored by our payment to you or your designee of the draft amount in immediately available funds no later than 4:00 P.M., Eastern Standard Time, on the next succeeding Banking Day. If we receive your draft and any required additional documentation in full compliance we will honor your demand for payment no later than 4:00 P.M., Eastern Standard Time, on the second succeeding Banking Day. If a demand for payment made by you hereunder does not, in any instance, conform to the terms and conditions of this Letter of Credit, we shall give you prompt notice that the purported negotiation was not effected in accordance with the terms and conditions of this Letter of Credit, stating the reasons therefore, and that we are holding any document presented at your disposal or are returning the same to you, as we may elect. Upon being notified that the purported negotiation was not effected in conformity with this Letter of Credit, you may attempt to correct any such nonconforming demand for payment if, and to the extent that, you are entitled and able to do so. This Letter of Credit shall expire on the earliest of (I) 03/07/2009 (the "Expiration Date "), or (II) when any draft representing the balance of funds available hereunder is honored and is paid by us. Anything to the contrary in Article 45 of the Uniform Customs and Practices for Documentary Creditors notwithstanding, this Letter of Credit is intended to remain in full force and effect until it expires in accordance with its terms. This Letter of Credit shall be governed by and construed in accordance with the Uniform Customs and Practice for Documentary Credit (1993 Revisions), International Chamber of Commerce Publication 500, and, to the extent not inconsistent therewith, the laws of the State of Georgia. First National Bank, 5225 Abercorn Street, Savannah, Georgia 31405 This Letter of Credit shall be non - transferable and shall be drawn upon only by you. This Letter of Credit sets forth in full our undertaking, and such undertaking shall not in any way be modified, amended, amplified or limited by reference to any document, instrument or agreement referred to herein, except only the drafts referred to herein; and any such reference shall not be deemed to incorporate herein by reference any document, instrument, or agreement. This Letter of Credit will be honored as to multiple drawings not exceeding the Stated Amount. Any failure by you to draw upon this Letter of Credit with respect to a scheduled payment in accordance with the terms and conditions of your agreement with Borrower shall not cause this Letter of Credit to be unavailable for any future drawing. Very t yours, /44>4 : Hkys McMath President & Chief Executive Officer First National Bank First National Bank, 5225 Abercorn Street, Savannah, Georgia 31405 CITY OF TYBEE ISLAND 307256 VEND:1 C & R EQUITIES 307256 04/18/2008 DATE I.D. PO # LES RIPPTCN G/L DISIRIEUII( PMINf 04/10/2008 (IR E2ICPIES REM C & R EQUCTI S: 100 -00- 38.9003 5,000.00 5,000.00 CHECK 'MAL 5,000.00 PAY TO THE ORDER OF CITY OF TYBEE ISLAND 403 BUTLER AVENUE P.O. BOX 2749 TYBEE ISLAND, GA 31328 -2749 - - -- FIVE THOUSAND & 00/100 DOLLARS - - -- C & R EQUITIES P 0 BOX 1594 TYBEE ISLAND, GA 31328 4 IN W qq [5 SECURITY FEATURES INCLUDED. DETAILS ON BACK. El 30 72560 1:06L220L331: 00282661i' FCB FIRST CHATHAM BANK 38- 2013/612 DATE AMOUNT 307256 04/18/2008 307256 $5,000.00 CITY OF TYBEE ISLAND BUILDING PERMIT DEPOSIT - LIFE SAFETY INSPECTION (HANDRAILS) DATE ISSUED: 03/06/08 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # 27 -UNIT CONDOMINIUM 404 BUTLER AVE WALTER T. CLARK, JR. 1429 ESTILL AVENUE, UNIT D TYBEE ISLAND GA 31328 WALTER T. CLARK, JR. 1429 ESTILL AVENUE, UNIT D TYBEE ISLAND GA 31328 31871 P $85,714.00 PROJECT VALUATION $2,390,000.00 DEPOSIT — TO BE REFUNDED AFTER COMPLIANCE WITH FAILED LIFE SAFETY INSPECTION (HANDRAILS) PERMIT #: 060146 TOTAL BALANCE DUE: $5,000.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org THIS DOCUMENT HAS A {.1RADUATED BACKGROUND. DARK TO LIGHT. THE REVERSE SIDE INCLUDES AN ARTIFICIAL WATERMARK. PAY TO THE ORDER OF C & R Equities, LLC Construction Account P.O. Box 1594 Tybee Island, GA 31328 912 - 786 -0777 City of Tybee Island First National Bank Folkston, GA 31537 64-490 / 612 3070 2/28/2008 $ "5,000.00 Five Thousand and 00/ 100******************************************************************* * * * * * * * * * * * * * * * *** * * * * * * * * * * * ** City of Tybee PO Box 2749 Tybee Island, GA 31328 MEMO bond for handrails 000 30 700 1:0 6 1 204 9001: 1000 68 9811' • - rQ :Ie.d L; &e saC - kQ %d r-Q :IS (tSoo 0 aepos,4) ?e „d Cc1.1l ec'� P ) U FE nA pc se< Lai( Qkcepf AUTHORIZED SIGNATURE as :zi D3 - 04::,-O8”- DOLLARS Ke rn- C ole m an & Co. i.i.c. Consulting Engineers • L a n d S u r v e y o r s • L a n d P l a n n e r s Architects • Landscape Architects • • E nvironmental Sc i<n tie t March 7, 2008 Mr. Downer Davis City Engineer City of Tybee Island P.O. Box 128 Tybee Island, GA 31328 The Last Resort Tybee Island, Georgia OUR FILE NUMBER 080070.000 Dear Mr. Davis, The proposed bond amount for the above referenced project is as follows: 1. Handicapped Striping and Signage 2. Remediation of storm detention facility With Below Surface Detention and depressed Surface detention. Total Bond Amount If there are any questions, please feel free to contact us. Respectfully Submitted, Mark D "Crapps, R.L.A. Kern Coleman & Co. $1000.00 $24,000.00 $25,000.00 RECEIVED 7 Mall Court (31406) • P.O. Box 15179 • Savannah, Georgia 31416 • Phone: (912) 354- 8400 Fax: (912) 356 -1865 • E -mail: info @kerncoleman.com • Web: CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW FEE DATE ISSUED: 03/27/08 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # 27 -UNIT CONDOMINIUM 404 BUTLER AVE WALTER T. CLARK, JR. 1429 ESTILL AVENUE, UNIT D TYBEE ISLAND GA 31328 WALTER T. CLARK, JR. 1429 ESTILL AVENUE, UNIT D TYBEE ISLAND GA 31328 31871 P $86,851.50 PROJECT VALUATION $2,390,000.00 ENGINEERING REVIEW FEE TOTAL BALANCE DUE: PERMIT #: 060146 $1,137.50 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: `c•c),Q■ed o3 -27 -c ' P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc ..bellsouth.net INVOICE March 18, 2008 Invoice # Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: RE: The Last Resort. 02 -29 -08 0.5 hours 03 -06 -08 0.5 hours 03 -07 -08 03 -10 -08 03 -12 -08 03 -13 -08 1. hours 1.5 hours 1.5 hours 1.5 hours 6.5 hours (912) 786 -9539 Tybee Island, GA 205120°3 702 RECEIVED Inspection with Joe Wilson and coord. with Allen Email to Allen: Punch list General Deficiencies Phone conversation with Owner's Engineer Site visit with Allen and Wilson Met with Clarks in Allen's office and coord. w /KC. Met at site with Clarks, Crapse and Arch. Email and phone with Allen Coord. w /KC at Davis Engineering Inc. Email in morning to Allen Reviewed revised design Concurrence letter and separate email to Allen In afternoon 2051200D @ $175 /hour= $1,137.50 Total Due This Invoice T220- 52 -1202- 03 -21- • a d 4-0 o- DI ko • 4-0 �c-c net r 0 pr o04' ? M .*. RECEIVED -02 0 k.9 MASTER PLAN for BEACHSIDE COLONY DEVELOPMENT "LAST RESORT" 65% OPEN SPACE in SETBACKS AREA IN SETBACKS: Butler Avenue Center Street Ocean Frontage North Properties AREA CALCULATIONS 360.57 x 20 (465.34 +459.88) /2 x 20 373.80 x 10 (369.56 + 366.82) /2 x 10 TOTAL AREA IN SETBACKS: 65% of 23,891 = OPEN SPACE CALCULATIONS: Butler Avenue Center Street Ocean Frontage North Property Line TOTAL OPEN SPACE (LANDSCAPE/UNPAVED PARKING) SQUARE FOOTAGE 492 874 126 972 796 1,561 1,705 2,158 527 73 2,385 3,746 947 805 SQUARE FOOTAGE 7,211 SF 9,252 SF 3,746 SF 3,682 SF 23,891 SF 15,529 SF TOTALS 4,821 SF 6,848 SF 3,746 SF 1,752 SF 17,167 SF ACTUAL OPEN SPACE PERCENTAGE: 17,167/23,891 = 71.8% KERN- COLEMAN & CO. Project No. 050090 March 26. 2008 MASTER PLAN for BEACHSIDE COLONY DEVELOPMENT BEACH CLUB "LAST RESORT" LAND COVERAGE PROPERTY AREA 3.695 ACRES 160,988 SF TOTAL ALLOWABLE LAND COVERED (percentage) 80% TOTAL ALLOWABLE LAND COVERED (area) 128,790 SF Areas of Land Use (Coverage) Beach House 8,703 SF Gull Reef Club 12,389 SF Ocean Song 5,190 SF The Vue 27,544 SF Beach Club (Last Resort) 10,057 SF Cabana 3,607 SF Parking (on Butler Street) 4,151 SF Dumpster /Compactor Area 2,819 SF Driveway 9,911 SF Parking (between Beach House & Gull Reef Club) 5,772 SF Sidewalks, Play Ground & Deck 14,634 SF Pool, Deck, Cover Deck & Boardwalk TOTAL LAND COVERAGE: 104,777 SF PERCENTAGE OF LAND COVERAGE: 106,650 / 160,988 66.2% Y1 KERN- COLEMAN & CO. Project No. 050090 March 27, 2008 SUBDIVISION MAP BOOK FOUR STORY • a A CONCR TE WALL BUILDING 1.7' OVER PROPERTY UNE rFOUR STORY , - PARCEL El, COMOON AREA 9,/F, ATLANTIC OCEAN HOMES ASSOCIATION SUBDIVISION MAP BOOK 15 S, PAGE 92. DNR JURISDICTIONAL UNE AS FLAGGED 397.21' 19,4 SF', MU< 887 sr` 0 8 BEACH CLUB / (LAST RESORT) R FOUR STORY STUCCO BUILDING / WITH MULTI—LEVEL PARKIN 8 SIGN 10,057 SF •7;14RE;,- 1%'34 SF 278.47' • i1'5111:0G1F. ZONE AB EL 16 ZONE V9 E-L. 16 13,090 SF E AB a zoNE A8 E WE F STORY STU BUILDING WITH MULTI LEVEL PARKING OCEAN SONG THREE STORY STUCCO BUILDING 5190 SF / r0// 6 6 CONCRETE a.'5•361:41; ;5- 5. , \ ;., • • • • • • • •• AINIINNIMINNINIMMIWYMIMInmenrinnamm■mmmamlomp GULL REEF CLUB TH STORY STUC BUILDING 10,231 SF WITH GROUN LEVEL PARKING 5772 SF 8703 SF BEACH HOUSE FOUR STORY STUCCO BUILDING WITH GROUND—LEVEL PARKING 'co 527 SF IRON FENCE CENTER STREET 60' RAF N70135.00-W 0 2- 6 2 4-60i) ‘40cae ;tie 4 640.7c4;b) ass- 4,„: t4s. %Tr,. y ac b 0: 4.44. gre °pd, 46:nQ 71ai, V 04 .0/444 Inspection Report City of Tybee Island 403 Bustler Ave. P -O. Box 7749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax- (912) 786-9539 permit N (0 ' 01 L4 ( Bate Regii tei D-1-02-0'5? Owner' Name. C (a3- k v -- mate Needecl -C)L1 0 Gen. Contractor Subcontractor Contact Number ' Location 0 y Inspector Type of Inspection -� I .e- 76, Date of Inspection ir` c.TH 46-L57411 63L) Pass Fail CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY 30 -DAY TEMPORARY CERTIFICATE OF OCCUPANCY * DATE COMPLETED: 03/20/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE 20 RESIDENTIAL UNITS ONLY (UNITS 111, 112, 113, 114, 115, 116, 121, 122, 123, 124, 125, 126, 127, 131, 132, 133, 134, 135, 136, 137) APPROVED BY: * THIS 30 -DAY TEMPORARY CERTIFICATE OF OCCUPANCY IS AUTOMATICALLY REVOKED AT I HE END OF 30 DAYS. NO EXTENSIONS. NO RE- ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY. NO REFUNDS(S) OF CERTIFIED FUNDS OR LETTERS OF CREDIT. THE FOLLOWING CONDITIONS ARE REQUIRED: 1. REMOVAL OF RETAINING WALL. 2. COMPLETION OF STAIR RAILING TO MEET CODE. 3. PROVIDE GREENSPACE CALCULATIONS. P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND 30 -DAY TEMPORARY CERTIFICATE OF OCCUPANCY (* SEE BELOW) DATE COMPLETED: 03/07/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT ADDRESS CONTACT CITY STATE ZIPS PROPERTY ADDRESS" 060146 27 -UNIT CONDOMINIUM P WALTER, T. GA 3132 0 4NITS ONLY 5, 131, 132, 133, 134, 136, 137) APPROV %/Lc * THIS 30 -DA' 1 IPORARY CERTIFICATE OF OCCUPANCY IS AUTOMATICALLY BE REVOKET THE END OF 30 DAYS. NO EXTENSIONS. NO RE- ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY. NO REFUND(S) OF CERTIFIED FUNDS OR LETTERS OF CREDIT. P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Brannyn G. Allen From: Sent: To: Cc: Subject: Attachments: Follow Up Flag: Flag Status: davisenginc @bellsouth.net Thursday, March 13, 2008 4:24 PM Brannyn G. Allen Dianne Otto; Joe Wilson Re: Last Resort area exhibit.pdf; hydrology revision.pdf; 2051200D.doc Follow up Flagged My certificatin letter is attached and pasted below. Had complete asbuilt information been considered in the recommendation to the City on the Owner's behalf, much confusion and wasted effort by me, the City, the Owner's Engineer and the Owner. Please note that this does not imply that the site is completed. The wall needs to be removed (at least paritally) to eliminate the conflicts with the water meter(s). This needs to be done immediately! Additionally, there were areas still needing stabilization when we were by there this morning. Based on this Developer's extremely quick response in the last couple of weeks and the $25,000 security the City is holding from him, I support your decision to release the CO on this site and address the minor issues next week. For clarification the water meter issue is not minor. Please call me at 695 -7262 if you have any questions. Downer DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisengincibellsouth.net March 13, 2008 Brannyn G. Allen Director or Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: The Last Resort Dear Ms. Allen: I have reviewed the Revised Drainage Calculations for Beachside Colony Last Resort, submitted by Kern - Coleman today. This review is for the proposed land development activities for development of the site, I 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 Engineers responses are accepted. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that the construction portion of this amendment to the conditions of the permit meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please advise if you have any questions on this review. Sincerely, 1 Downer K. Davis, Jr., P.E. President ;2071050D Original message from "Rains, Chris" <crains @kerncoleman.com >: > Downer, > Please find attached the original Hydrology Report for this project as well as a > revised hydrology summary explaining the differences between proposed and > as -built conditions. Also attached is an exhibit showing the areas that were > used to come to these conclusions. If you have additional questions or > comments, please do not hesitate to contact us. > Thank you, > Chris Rains, E.I.T. > Kern- Coleman & Co. > 7 Mall Court > Savannah, GA 31406 > Office: (912) 354 -8400 > Fax: (912) 356 -1865 > Email: crains@kerncoleman.com > This electronic message and any attachments are confidential property of > Ker n- Coleman & Co. LLC. The information is intended only for the use of the > person to whom it is addressed. Any other interception, copying, accessing, or > disclosure of this message is prohibited. If you have received this message in > error, please immediately notify Kern- Coleman & Co. Do not forward this message > without permission. March 13, 2008 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc a( bellsouth.net Brannyn G. Allen Director or Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: The Last Resort Dear Ms. Allen: I have reviewed the Revised Drainage Calculations for Beachside Colony Last Resort, submitted by Kern- Coleman today. This review is for the proposed land development activities for development of the site, I 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 Engineers responses are accepted. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that the construction portion of this amendment to the conditions of the permit meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please advise if you have any questions on this review. Sincerely, /duc..u3e- Downer K. Davis, Jr., P.E. President 2071050D Kern - Coleman and Co. March 13, 2008 Revised Hydrology Calculations for Beachside Colony: Last Resort Summary The accompanying Hydrology Report is the original one for this project from November of 2005. This report shows that the original impervious area was 0.503 ac. or 81.1% of the total 0.62 acres of proposed disturbance. The proposed project was to result in 0.518 ac. or 83.5% of impervious area. The difference in these impervious areas would result in an increase of 0.08 cfs for a 25 yr storm event. Therefore, the difference in stormwater runoff volume was evaluated to determine how much retention volume would be required to mitigate the difference in runoff volumes. This difference in volume was determined to be 331.08 cf. A bio- retention area was proposed to provide a 4" depressed area of approximately 1,850 sf (roughly 616 cf of volume). Based on current asbuilt drawings (included), the impervious area of the new project is shown to be 21,845 sf (0.501 ac) or 80.8% of the total 0.62 acres of disturbed land. The gravel parking areas were considered impervious. Since the post- development impervious area is less than the pre- development impervious area, no detention/retention will be required. HYDROLOGY REPORT BEACHSIDE COLONY "LAST RESORT" 404 BUTLER AVE. TYBEE ISLAND, GA 31328 PROJECT NO. 050090 PREPARED BY: KERN - COLEMAN & CO. P.O. BOX 15179 7 MALL COURT SAVANNAH, GA 31416 (912) -354 -8400 FAX (912)- 356 -1865 November 15, 2005 SITE OVERVIEW The proposed site is located at 404 Butler Avenue in Tybee Island, Georgia. The proposed plans consist of an approximately 8,400 s.f. building, pervious paving, storm drainage and water & sewer connections. The property is currently developed for residential use. No storm water detention will be required for this project. The rational Method was used for this analysis. Pre - Development A. Drainage Area, AE: 0.62 Ac. B. Design Basis: 2,5,10 & 25 year, 24 -Hour Storm Event C. Time of Concentration, Tc: 5 Min. D. Rainfall Intensity for Tc = 5 Min. (Savannah, GA) h = 5.45 in/hr, I5 = 6.25 in/hr IIo = 6.85 in/hr, 125 = 7.50 in/hr E. Runoff Coefficient, C„. = 0.817 Impervious Area (0.503 Ac.) = 81.1% x 0.95 = 0.770 Greenspace (0.117 Ac.) = 18.9% x 0.25 = 0.047 Total = 0.817 F. Existing Runoff, QEX: (Q = CIA) 24 -Hour Storm Event Q2 = 2.76 cfs, Q5 = 3.17 cfs Qio = 3.47 cfs, Q25 = 3.80 cfs Post - Development A. Drainage Area, AE: 0.62 Ac. B. Design Basis: 25 year, 24 -Hour Storm Event C. Time of Concentration, Te: 24 Hr., 1440 Min. D. Rainfall Intensity for Te = 24 Hr., 1440 Min. (Savannah, GA) 11440 = 0.40 in/hr E. Runoff Coefficient, C,,, = 0.834 F. Proposed Runoff, QEX: (Q = CIA) 24 -Hour Storm Event Q1440 = 0.207 cfs G. Proposed Runoff Volume, VEX: (V = QTe(60 sec. /min.)) 24 -Hour Storm Event V1440 = 17,870.28 cf Difference in Stormwater Volumes (for 24 hour storm) = 331.08 cf Pre - Development A. Drainage Area, AE: 0.62 Ac. B. Design Basis: 25 year, 24 -Hour Storm Event C. Time of Concentration, Tc: 24 Hr., 1440 Min. D. Rainfall Intensity for Tc = 24 Hr., 1440 Min. (Savannah, GA) 11440 = 0.40 in/hr E. Runoff Coefficient, Cy, = 0.817 F. Existing Runoff, QEX: (Q = CIA) 24 -Hour Storm Event QI440 = 0.203 cfs G. Existing Runoff Volume, VEx: (V = QT,(60 sec. /min.)) 24 -Hour Storm Event V1440 = 17,539.20 cf Post - Development A. Drainage Area, AE: 0.62 Ac. B. Design Basis: 25 year, 24 -Hour Storm Event C. Time of Concentration, Tc: 24 Hr., 1440 Min. D. Rainfall Intensity for T, = 24 Hr., 1440 Min. (Savannah, GA) 11440 = 0.40 in /hr E. Runoff Coefficient, C,,, = 0.834 F. Proposed Runoff, QEX: (Q = CIA) 24 -Hour Storm Event Q1440 = 0.207 cfs G. Proposed Runoff Volume, VEX: (V = QT,(60 sec. /min.)) 24 -Hour Storm Event V1440 = 17,870.28 cf Difference in Stormwater Volumes (for 24 hour storm) = 331.08 cf POND SUMMARY An approximately 1,800 s.f. area behind the proposed building will be depressed 4 ", and serve as a stormwater, bio- retention area for the site. The pond will drain naturally being that the ground beneath it is sandy. The total pond volume was found using the Conic Method for Reservoir Volumes which includes the following formula: V = ((Elevation) — Elevation2) / 3) * (Areal + Area2 + sq.rt.(Area1 * Area2)) Elevation) — Elevation 2 = A (change in elevation) = 4" Areal (Elevation 1, as shown on plans) = 1,856 sf Area2 (Elevation 2, offset 1' @ 3:1 side slope) = 1,683 sf V = ((0.333) / 3) * (1,856 + 1,683 + sq.rt.(1,856 * 1,683)) V = (0.111) *(5,306) V = 589.60 ft3 POND VOLUME PROVIDED: 589 ft POND DEPTH: 4" POND VOLUME REQ'D: 331.08 ft3 a a i ef; .F"..7•!•':•‘Z ••• ri ur Ula I UrIDIACIL.t. (27.022 SF) < /- 41 WIOUS AREA (128 SF) 'IOUS AREA 117 SF) *Pt1101 1131111 1101111 4111101 I I 11-11 1 111M101111 VIII% 111111111 i 110111-111 I 41114111111111 p MI6 4111,0" 111.4.ohibillny I II al y I I I 14: LCE CU#1 OWN \7••■.7-1,".!•:',•0 SIGNAGE LCE-CU#1 0 RAMP 0 j•--, 0 fit,■MP UP > MECH/ELEC ECHI LCE-CU#1 ELEC - FtbE-CU#11-7" CE - 278. COMMON ELEMENT 0 THE V:)E: MECH/ELEC LCE-CU#1 \ 0 0 LCE CUM CU#1 COMMON ELEMENTS COMMON ELEMENTS v • •••6.22.9-- r Kern- Coleman & Co. u..c.. Consulting Engineers • Land Surveyors L -and Planners Architects • Landscape Aachitects Environmental Scientist March 7, 2008 Mr. Downer Davis City Engineer City of Tybee Island P.O. Box 128 Tybee Island, GA 31328 The Last Resort Tybee Island, Georgia OUR FILE NUMBER 080070.000 Dear Mr. Davis, The proposed bond amount for the above referenced project is as follows: 1. Handicapped Striping and Signage 2. Remediation of storm detention facility With Below Surface Detention and depressed Surface detention. Total Bond Amount If there are any questions, please feel free to contact us. Respect filly Submitted, Mark D. Crapps, R.L.A. Kern Coleman & Co. $1000.00 $24,000.00 $25,000.00 2 'o Ca..1 / 74 ,//te°J 7(0x' RECEIVED ED 3�? -gig 7 Mall Court (31406) • P.O. Box 15179 • Savannah, Georgia 31416 • Phone: (912) 354- 8400 Fax: (912) 356 -1865 ■. E -mail: info @kerncoleman.com • Web: Dianne Otto From: Brannyn G. Allen Sent: Monday, March 10, 2008 5:55 PM To: Dianne Otto Subject: FW: The Last Resort Brannyn G. Allen Planning and Economic Development Director City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, Georgia 31328 Phone: 912.786.4573 ext. 107 Fax: 912.786.9539 http: / /www.cityoftybee.org/ Original Message From: Joe Wilson Sent: Monday, March 10, 2008 4:15 PM To: davisenginc @bellsouth.net; Brannyn G. Allen Subject: RE: The Last Resort I concur. Original Message From: davisenginc @bellsouth.net [mailto :davisenginc @bellsouth.net] Sent: Mon 3/10/2008 2 :22 PM To: Brannyn G. Allen Cc: Joe Wilson Subject: The Last Resort RE: The Last Resort With the separate meetings and conversations I offer the following summary to make sure we are all on the same page: On Friday 02- 29 -08, Joe and I went to the site in response to a request for inspection of the completed site. 1) ADA compliant parking spaces were not identified. 2) Parking layout had changed. 3) Storm water management features including porous pavement and retention areas in the lawn were not present. On Friday 03- 07 -08, Tommy and Francis Clark met with Brannyn and Downer at City Hall. By the end of the day, under the direction of the project Engineer and Architect (KC Engineering), ADA compliant parking was provided, layout addressed and the remaining storm water work bonded. Today at 10:am, I met with Tommy, Francis and KC Engineer representatives Mark Crapse (LA) and Tom Olson (Arch.). Mark advised the storm water management compliance would be met with an enlarged area and volume of the previously proposed basin. The building downspouts will be routed outside the building to subsurface storage vaults beneath the depressed areas. When the vaults are full they will overflow into the depressed yard area above. Mark anticipated meeting with me to review the revised design Tuesday afternoon or Wednesday morning. To avoid confusion, if this plan is acceptable, I plan to sign off on the plan by so noting on all plan sheets. Tommy indicated he would commence work upon concurrence by your office. Also, Tommy directed Tom and Mark to provide an updated parking count for the entire project. 1 Once the basin is in Joe and I will provide a final inspection. I advised Tommy that with the project as built being so different than permitted, the final on the 22nd was not completed. Joe and I will complete looking at the storm drainage lines, inspect the basin using the asbuilts provided by the Owner's Engineer and look for stabilization of the site. As the water and sewer was previously inspected by George Reese, I do not foresee the final inspection going beyond these elements. Once Joe and you add any omissions or note corrections, please copy me. Please advise if clarification is needed. Downer 2 Dianne Otto From: davisenginc @bellsouth.net Sent: Thursday, March 06, 2008 2:27 PM To: Brannyn G. Allen Cc: Dianne Otto Subject: The Last Resort 205120 Brannyn In visiting the site last Friday morning Joe and I did not complete the site inspection for two major reasons. 1) Parking and ADA requirements The paved handicapped parking shown on the approved plans and on the asbuilts is not there. The parking against the building is an open graded gravel. IF the parking spaces were made up in other phases that needs to be noted on the asbuilts and verification that required parking has been met on the entire site (ADA and total). 2) Drainage The approved design and plans utilized porous pavement beneath the building and a depressed area in the rear for stormwater storage. While this is shown on the asbuilts, neither are installed. The Engineer's certification letter is for drainage improvements only. More specifically, it appears he was considering only the drainage conveyance system and not the graded developed site. We will need a certification letter for all site improvments included in his design. In a spirit of cooperation and to assist the Developer in facilitating this matter, I contacted Mark Crapse who was the design professional I communicated with on this project. He was unaware of any of this and advised he would be discussing this matter with others in his firm. I do not know how the Owner will be able to resolve this matter without an Engineer. Please advise if you need any information on my position prior to our meeting with the Developer in the mroning. Downer o 3 - - ' 3--k. per. Tv,n"-,v,, 0(0.J-161 s 0 c1 5 reach _. -17.1c1 T"oe 4 o w 2,.r. 1 Kern - Coleman & Co. LLC. Consulting Engineers • Land Surveyors • Land Planners A r c h i t e c t s • L a n d s c a p e A r c h i t e c t s • E n v i r o n m e n t a l S c i e n t i s t February 21, 2008 City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Attn: Ms. Diane Otto RE: Beachside Colony "Last Resort" KCC Project # 050090 Dear Ms. Otto, RECEIVED 02- 22 - 8" To the best of my knowledge, information and belief, the drainage improvements have been substantially completed in accordance with the approved plans and specifications. An Asbuilt Drainage plan is attached. If you ave any questions or comments, please call. Ily submitted, J h - Kern, P.E. J .K /:,mk 7 Mati Court (31406) • P.O. Box 15179 • Savannah, Georgia 31416 • Phone: (912) 354 -8400 Fax: (912) 356 -1865 • E -mail: info @kerncoleman.com • Web: www.kerncoleman.com Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) /136-4573 ext. 11.4 Fax: (912) 786-9539 Pe:rillit NO, Owner's Name 0 ( Cdr (en. COntrartor rOntact P4 timber Location Inspector Type of Inspection VA ) e,1 Date Requested 02 - 25 ? g Date Needed Subcontractor (0. ts1 I L1 2_ Lfq 0 F43-- AVJ Loc-4- e or Date of Inspection c,2 8- / A//1 Nam be I r -Par;efifi 4 re,/ /5 0 p 67,1 1-1 th4 c cc A/ 11 ,4 12E-' is?oo-r. Pass. Fail • A/ -P74 (mt. ,t /0 p 11 4/1 kit', rug Ziget CAI,/ Aoe 01-rIce e..//,;4 ( lophpAc ci . • 71" —77 vyi . f:/ ✓V - Gil yv US. DEPARTmEN1 tar +-itJ9vsicLrliVaa _ .... i`'riderei EfiYeigaiia y i;naiisaycriic: iii Agent-.4 x e. a.- fir Floor.; E_ - +v��tr'urrdi i'wlt5'tJJ ett3t3td��w ; .... vtgi (aiii SECTION A - PROPERTY .n, ate`..' mtni Iota Al. Building Owners Name LJ 44C•/'7 4I DE ) ,`K- ri A2. Building Str et °.ddre (including A t., Unit, --utt ndioo id • . o.' or P.0. i i U _- eYt and box M iur�op+r�v iYAi; ivui�iu "r siat I For Insurance Company Use: Policy Number ao, f?trm.a fife+ iDepc•iptio 4Vr ^� Toot Ntam6ers, 5`a. a:�ar% i M1.I•emhcr i qe� ?i i. 1F eription, etc.) �1.� G�N / � ✓/'1/C �� 4c3t- ?- PP ge-so pr`rcoAvp/Apte4;) & 4d S'.b M. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) ' l e 1/ AR. Latitude/Longitude: Let. Long. 1'-iorizontal Datum: u I ivAD 1921 i 2 i'IAD i98s A8. Attach at least 2 photograph t the ty_iiitding it T,e der iiicate is iseing used to obtain flood insuran4e. Bulidinu Diagram Number !`1ai. a kJi ri uu11u7iig es1e11 b) Rir. .r,6 lean .. ,_ t ftco t _rk`n!,ngn in the re„(! -:^- ce nr enciosure(s) wails within 1.0 foot above adj;ao* it grade c) Total net area of flood openings in A8.b �(, sq in 4)4 For a hoil." ing with an at. ; hod ga :e ;e, :i n..... aV .a, i^ #,s ;a, f alts, tie.>R rmrnas, ng ft 9!) No, of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in SECTION - FLOOD INSURANCE RATE kfiA.P (FIRM) INFO'tMAtIO 1 82, Onirt Nettle :;; 1 CR/4T11AM Iii. MajirPaiei Nun-it-Jar - 1 iR j 86. FIRM Index I B7. FIRM Panel a3a Fff iwe wimil Date /35144/000/ C- I _/ /778g %t 8� 2 [ �LQfCar A 9. Base Flood Elevation( s) (Zone IAO, use/gee flood depth) E19, he source of the Base Flood Elevation (BFE) data or base flood depth entered in 2tem B9. El:-;.-;. :e 0'FIRM ® Community Determined ❑ Other (Describe) b i 1. ii;: ;gate elevation datum used for BFE in Item B9: Ix NGVD 1929 ❑ NAVD 1968 pettier (Describe) 312. a „e l:3t.iil.- , ivcated in ®c. uastal Carrier Resources System (CDRS) area or Otherwise Protected Area (OPA)'' Df-.>nc D OPA u T'ec No r10111.11, 9 .?. re ra..e firs in s in�Frn x i r :?i i f-i •t ep% ry AFi jt jlefrn\ USX 1F,',1n7.d)r /V; I SECTION 13 - SURVEYOR. ENGINEER. OR ARCM EL ! U.K I II-I A S ION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifier 's Name 'O9 t.R r. C • License Number *TILL WAN Title 55I Ei`'S�EJ LCfME NT- I/RiueyC� ' �'�C , t ∎z / ∎(''441 Address gcx e �— ' City .� , 1, State ,44 ZIP Code Signature \ R Date Telephoneu .78e_ 4 oz: FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions  ,,, - ----- -,,,. ,  " -! - , - ,' ,-,,,,, , - -.--, -,-.1 Nrreen#:,r,I.g,o.rlorratR" _.�1 fmrqr f,....=,,ntk.stirt. S-k. F;- In:signore CortivEny 11.E.:  -- ,----- -  zadflrillelc. is-in. i / '.e. . .4.4-- ;)4,--- " p#Aez- Sc, Cr 13, L-b* L z" _ ,&v/ 11 4 Pultcy NurabtT .Sta.f.e Code rt A. 31 7IP - h:.P.7F', !slumber o 6.01;ii*OE-Ek,, OR. #.61-!(,;.:HiT 4.-Iden of thi3 Edeve.tion Ce-,riffirMa for 0) community offciel,t?1 inak.wan. elentfoomF,anv, r!'.,�..)1,0.40,41LP.,19wner. T7416 81/4D/04' OA( A.) ) Gr.ti ovs77 4 PAPg /4J6 Acc- o A14 7-6 3L4JAJ 6 AL Wzz.G /So 4/ E-4 4? F1k PO5T aiu.ede fla"tbiek) mucrloiv ecZ._  Date" L.] .ettechments ?L'q4,5, r1 . " AC, -%-gions A. - - AN-0.r,ns ,A, . been t. ievation of as-built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: 4_4 feet Li meters (PR) Datum Ofeet D meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments Ell Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. Building StreetAddss (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1 ' City /-L -Ah'' State For Insurance Company Use: Policy Number ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. GI ABU 1 J AI±II11111II I V,gtAJ 2-15-08 Inspection Report City of Tybee Island 403 Butler Ave. P.O_ Box .149 Tybee Island, GA 31328 Phone: (912) 706 - 4573 ext. 114 Fax: (912) 706 -9539 PerrntitNo. 0(p -0 11lo Owner's Name /kg; de_ ( Gen. Contractor Contact Number Locatio n i rtcperto r Date Requested Date Needed Subcontractor 7-e (Vc Ca' 6 58 - 9/42_ Date of i ncpertio n - 1- Type of T nipertio n f 1✓ �. 43 K Is (1;" r 4 / - 24 / i 5`f"? 717aa . k S/ey Past Permit No_ Inspection Report City of Tybee island 403 Butler Ave. P -0_ Box 2.149 Tybee Ishind. GA 31328 Phone: (912) 786 -4573 ext. 1:1.4 Fax- (912) 786- 9539 (5ea, bekow Owner's Marne._ Gen.. Contractor Contact Number Location S az_ _ nate Reg,IQgtert Date Nef,def1 subcontractor Inspector ig–.._ 7/(9 Date of I nSpectio t l / 0-7- 2 Syr' Type of Inspection e cl r l L /fL S)qF[ 'T /C,,(I/(_ Pass 0(0-0144, - - Pge",), f, aaz_.),,,✓ 6 /6/e/vc x 100 (7qt:, k, �� f/i ,i}r, c,r - 2r- 3 AFt / Z - /SS j�Li r��a/I r� -�L P/9,,V/1 Fail ■ C a — ' 7)/2,0. S a'' //'- / D ! 7 ..8 ► 4 . c Gs-60114- tl! G,• ogt eser-4-• Permit No_ - Inspection Report City ot Tybee Island 403 Butler Ave. P.O_ Box 2749 Tybee Island. GA 31328 Phone: (912) 786 -4573 ext. 114 Fax: (912) 786-9539 Date Requested Qa r 1 ?j - O 3 Owner's Name ( Date Needed -B¢ac.hS;c44. Gen. Contractor e o t •, .,,r^ Subcontractor Contact Number 0 r f 1 Location Li t7 4 1 L.)4-\ Av 2 Inspector - Q� isa Cc- H-2 Date of Inspection Type ot Inspection Lids. — eyca i- Pass Fail Perm .. • ecae; • • • •iZrs . • Inspection Report City ot Tybee Island 40 ve. Pit9. Box 2 49 Tyheit-Island, Glk 3132B Phone: (9121) 786-4p'3 ext. 114 Fax: (724_ -9539 nat._ Re:4'pested 0 Rat: Sr ;hen r _ -/7/42I 1- No 0(0.014(0 1 Owner's-Name - Gen. Cn ntrarto r Contact N frnhe r Location Inspector *O'4 r Type of Inspection Q(ec. (CV3ar---) -p a\ C.Q/15" )11 e I e c. . Date efYnstht,on *-•,(• -30 ) e_t case, • lv?. F-ck--"zr -Co r all on.+5 ke oust. parv2A1 excep+ I n * * * * * * * * * * * * * ** —COMM. JRNRL— * * * * * * * * **c * * * * * * * ** DATE FEB -81 -20 ; * * ** TIME 14:00 * * * * **** MODE = MEMORY TRANSMISSION FILE NO. =754 START = FEB -01 13:58 END = FEB -01 13:59 STN COMM. ONE — TOUCH/ STATION NAME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 081 OK a 3062646 001/001 00:01:04 —CITY OF TYBEE ISL. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** —CITi' OF TYBEE — * * * ** — 912 786 9539— * * **k * * ** (s-ga„No4e,eaeloci RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 91;144445a7 Phone 912-443 -5063 30c,. 2� at_ r Location Address: 14 r 4 1 J-1- t. - Avg . Lot # Release Date: 1-30-0r 4-6r go. pd� Type of Release: .Temporary Vermane t Subd Name: Electrician: A. L, Owner/Builder: \14(A.cr at(" 1 1lS Electrician Phone Number: 313-S 4138-- T Phone Number: ' to - 0-77 7 rtita.ca., s r 111, 1(2, 113, 11-, 11 S 116, 121, ► 7 2 , 11'3, 124,125, 12. G , (27, 131, 132, 13 3, l341i (3S 13 (0, 137 and .,ous o �e. • e a 5.e-- u�►� -�- 1 I 1 c, s a� Fix C cp_a2, egidow RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-12444=13537 Phone 912 - 443 -5063 304" -26. kite Olo -014(0 Location Address: Type of Release: (ScbQL ) 4 O 4 D j4 Ave . Lot # Release Date: 1-30-03' / 44,w,p. power — Temporary 1/ Permane t Subd Name: Electrician: A. L. '5 ( o Q r■ Owner/Builder: \df(Lt at,,,A")�� Phone Number: 13G-0-7'7 Electrician Phone Number: 313 -SL-gS �h: S re_Lea. QS S -�'� r (ten :4 -s I I (1 1(2, 1(3, 114, II S Mot 121, 22- / J/3, 124, 125, I2G, (27, 1311 132 / 33 1.314, (3S 13(0 , 13"7 and h Ouse. . \\(0-€-% ul -- 117 o\S D , * * * * * * * * * * * * * ** -COMM. RNAL- * * * * * * * * * * * * * * * * * ** DATE JAN -30 -2E % * * ** TIME 10:39 * * * * * * ** MODE = MEMORY TRANSMISSION STRRT= JAN -30 10:37 END = JAN -30 10:39 FILE NO. =747 STN COMM. ONE - TOUCH/ STATION NAME/EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 3062646 001/001 00 :01 :03 -CITY OF TYBEE ISL. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -CITY OF TYBEE - * * * ** - 912 786 9539- * * * * * * * ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9.12:44vssa7 Phone 912 -443 -5063 too- Location Address: "`t o'-{-' J4 145" AVZ , Lot # Release Date: 1 -3 0 -0 $' rh�s Q ot,.'eJ- Type of Release: Temporary Permanent Subd Name: Electrician: )A. L. Owner/Builder: Electrician Phone Number: 313 -S4' S Phone Number: $1O -01'7 '% -1-1K. s r tit aye.. s -P4 r Cam.,; #-S I I l,( l 2, 113, 1 14, 11 S 11(o, 121, v?-2,/ 1 /3, 124, 12S", I2(o, (27/ 13(1 132, 133, 1.34f, (3S, I3(0 r 137 and hc)5,2 117 is h oA- re 1earac . w 4 "AA 'As V As= Vtg:1 Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: (912) 786-9539 Permit No. Dc,c,- 0( 14 (e, Date Requested 1 (0 - S -0-1 Owner's Name 1 Date Needed 1 (1-(0-0-7 Gen, Contractor Subcontractor Contact Number le r r e_it Location Inspector Date of Inspection LaSg--714 Type of Inspection 4-, 1L7 NSA (61;ciiu ...I•••••■• • Pass Fail Inspection Report City of Tybee Island 403 Butler Avenue P.0. Box 2749 Tybee Island, GA 31328 Phone: (91.2) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No 0 (o - 0 1 '-4 Date Requested (0 - - CD-1 Owner's Name 0 Date Needed ! 0 -D-4-0-1 Gen_ Contractor Subcantractar !err 1 Contact Number Location Inspector (S-7(42- Date of Inspection Type crt inspection 0, r , 4- ■ oJS\-, p( 0 s 811 Pass Ei Fad Li Permit No. Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee island, GA 31328 Phone: (9D) 786 -4573 extension 114 Fax: (912) 786 -9539 0 (0- o I 4co Owner's Name '1.,.. 0.T" Date Requested 10 - 0 4 - � �l Date Needed 10 - 0 S - 0-1 Gen. Contractor Subcontractor Contact Number 1 aY`r21, LDSS' -114-2. Location 0 `- Ay' inspector Date of Inspection Type of Inspection �.- S a , n ✓� Pass Fail Inspection Report City of Tybee Island 403 Katier Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (9 X1.2) 786-45/3 extension 114 Fax: (912) 786- 9539 Permit No. 06 " 0/L16 Date Requested Owner's Name (r /2 r /l.. Date Needed OS. 3' Zoo `7 Caen. Contractor .7"-i/#/- Subcontractor Contact Number ✓ ✓ C l� e '7/ tic Location Inspector Date of Inspection Type of Inspection �{/�2 j p (s /c/5 ioo) Pass Fail C� Inspection Report City of Tybee Island 403 Biitler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 186-4513 extension 114 Nix: (912) 786-9539 r.• -• Permit No 1-1(0 oatf, Reni!ecteci Li- 07 Owner's Name 01m-1.i) Date Needed /0- 0/ - 07 Gen. Contractor Subcontractor Contact Number (,,S-F- Location 404 --P)34-\RT ?kJe). T L4 s4: Risor+ Inspector Date of Inspection Type of Inspection r a vv■ Uke4S ilt 11(4, u Pass Fail Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tyb�e Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. 06 - 41z/6 Owner's Name Date Requested Date Needed . 10 I 3` Za) '7 Gen. Contractor /e ✓✓e // Subcontractor Contact Number _ j-e rc/e 11 65'8- 9/ v ,J. Location - - -- (o q ' ft•?- Inspector Type of Inspection //6 Date of Inspection eeA Pt - ACC (? C L E Pass • Fail 1::1 Inspection Report City of Tybee Island 40:3 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4513 extension 114 Fax: (912) 786-9539 Permit no, 06 01 Lib Date Requested 97- .67 Owner's Name. i'._irK_ -- Gen. Contractor Date Needed y' /9" d7 Subcontractor Contact N inn her Terre-.// &ZS 7/ n I nspecto r a ? /er Ue.. _ t /1"40) Date of Inspection ` 1 /� 1 Type of Inspection Pass Fa ;t i Inspection Report City of Tybee Island 403 Butner Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786- 4513 extension 114 Fax: (912) 785 -9539 Pi" Permit No. 0 Co • 0 i L.4. co Date Requested 09 - 3- 01 Owner's Name 010.3- Date Needed 09- 11 - 0 7 Gen. Contractor Subcontractor Contact Number err . (OS?.-11 (4 2. Location 4-04 f") J -- I k S' )\jp). Inspector Date of Inspection Type of Inspection o -k-5 I�-1, \22, 123, \2L4 4-121 Pass Fail L� Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. (No—oft/co Date Requested C) 9 - (3 -0-7 Owner's Name (al- Date Needed C 9 - 1 LI - 0 7 Gen. Contractor Subcontractor t� Contact Number "re J` r'r / ( `06 " 7 ! 2- Location 04 ,) 4- I .e)-' �kvU Inspector Date of Inspection Type of T nspertin n I0, v"' 45 t21- r 91. L-2:2- 123-v24 Pass Fail Inspection Report City of Tybee Island 403 Butler Avenue P.0. Box 2749 Tybee Island, GA 3132.8 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No 06 - 6/4/6 Date Requested Owner's Name /2Yf� Date Needed 3ef7 'j_ZO0 7 Location _ Gen. Contractor S.°4411 �= Contact Number Subcontractor 658 -7/'/2 1-101-1 e4 i /er —, Inspector Date of Inspection �ArSu /atio 2 Type of Inspection (./,(/ / 7LS • Pass Fail cgfr\ " -'Jfi" CCCC! 't..J.... .. Or, i 1 " 4 \ham nF4 V.V: " Inspection Report City of Tybee Island 403 Butler Avenue P.C. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. O6 0 /C76 Owner's Name L -f Gen. Contractor Sao/ C.� Contact Number 'dell .' Date Requested ^1 Date Needed ie1 : 4 i Z001 J %o 2" - Et Subcontractor ev,�%'so /- PL ke '%r 6 s8- 9/ '(2 Location 4-7/0 Li - ' /36.( Ave_ Inspector Date of Inspection Type of Inspection ��/2'tAA /"- Tom' f Z S `4' / z (, Pass Fail Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) /86-4573 extension 114 Fax: (912) 786-9539 Permit No. opt, Owner's Name e eip7 Air Gen. Contractor Date Requested Date Needed Subcontractor Contact Number / t/i 6 5- je,...-2 ty-2_ 1.1.ation Inspector VoL/ 71/4 Date of Inspection Type of Inspection FsZfl F-1‘,0". /24 — / Fail El f Orc7Ze-141) LL [Ni TLOJ 3.)(NaTIA \Jekri- PIPL- N flS eff,j), LL.) ger- ci Pass 1Z:1 131 12.1 111 33 az_ 123 In_ II 1'),1 12 q 114 Inspection Report City at Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: (912) 786-9539 Permit No. p(eD- 6 Owner's Name 0 1 OJ Gen. Contractor Date Requested OF -30-LD-7 Date Needed Subcontractor Contact Number —7—Pr r (o5g- isliq 2- Location 14 4"( T)) 4- I Inspector Date of inspection Type of Inspection 131 13.1p_ s oo 1-2. CI I-2(01 r; k .( PA,L. (ci.„s1) Pr\eck, Kerr,5 i- Pass Fail 2„6 " Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-45/3 extension 114 FdX: (912) 786-9539 Permit No. tolo- cO/ La) Date Requested F-of Owner's Name ri Date Needed - f 7 Gen. Contractor Subcontractor Contact Number e // Go Se?-. 9.,? '414 key' Location Inspector Type of Inspection J./1 t 401 Date of Inspection Pass Fail VI Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) /86-45/3 extension 114 Fax: (912) 786-9539 Permit No 0 o - 01 Li Co Date Requested fl- 22--31 Owner's Name Cl 0•341-1 Date Needed 0 - 3 -0-2 Gen. Contractor Subcontractor Contact Number r- S ( 4 2- Location 0 Lk u-0-e3<kft N‘Je> -4* InspeCteir Date of Inspection Type of Inspectidn LI r) 4-4-er iTh S. Fait E] Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. t) (n - 01 4(e, Date Requested C;' " 2 0 - 0 Awnprrg Names l.. 10J Data MaQdad 0 c'S " 2_ 1 - �. _%__ ;en= Contractor Subcontractor Contact Number Q r r "1 L? 5' - -114-2_ Location 9 z' j '4 ef Au'. Inspector Date of Inspection Type of Inspection (o !ir,45 n rTh 3 r`51- -C1 oor' 13i 1.3) El. et e c . (nn,_.. S-6(2n) coJa Pass Fail CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 08/20/07 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. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 701 APPROVED BY: eLe.d&S—ot406,tert., P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 08/20/07 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. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 702 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 08/20/07 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. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 703 APPROVED BY: akde2S-0,4P6A6r7t../ P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org OCCUPANCY TYPE: CONTACT NAME CONTACT ADDRESS mss CONTACT ACT CITY S PROPERTY PATE ZIP ADDRESS CITY OF T YBE E ISLAND SATE COMPLETED: 08/20/07 TIFICA E OF OCCUPANCY This Certificate issued to the e9uire�ents be Standard d ing Code Certifying the structure was A�AGance Building var'OUissuance this s dvantes of the Jurisdiction regulating bidig construction °r use. 060146 PROPOSED USE: APPRO 27-UNIT CONDOMINIUM WALTER T CLARK, 1429 ESTIL JR. L A 7EE IS VENUE' UNIT 444 B LAND GA 31328 UTLERAVEUNIT 704 P O.E °x2j49`4 (9I 03 Butler 2} 786-4573 A venue, T ybee FAX Isl AX www elty° ftybeel2) ? S,3 Georgia 313 28 g CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 08/20/07 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. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 705 APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 08/20/07 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. PERMIT #: 060146 PROPOSED USE: 27 -UNIT CONDOMINIUM OCCUPANCY TYPE: P CONTACT NAME WALTER T. CLARK, JR. CONTACT ADDRESS 1429 ESTILL AVENUE, UNIT D CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 404 BUTLER AVE UNIT 706 APPROVED BY: 6,‘,,,..,e->s,t. P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. -- 0 ( 4 Date Requested OS' - 2 d -0 -7 Owner's Name Q. (Qs Date Needed Gen. Contractor Subcontractor Contact Number 2 r r . t' (Q S a - '7 / 42- Location 4 o 4 J`1-i )kVoJ Inspector Date of Inspection Type of Inspection -F---e_PA u s Co "flokt_e_ loo d Zp A) t Pass Fail ■ jL /v / 7`" A/u 141 At / /fg �_ e d _4. At eck c� OMB No 1660-0000 Exoires February 26. 2009 c) 20K.- 2d /— ? °s- 7e 190-7- o&/ U S DEPARTMENT OF iiONIELAND SECURITY Faders' Emergency Management Agency Natlonsii Flood Insurance Program 6606. 7660 ELEVATION CERTIFICATE Important: Reed the (natr'thctions on pages 1.6. /O6j eve) . SEC A • PROPERTY INFOR A1iO 4 for kttwrende Company Use: A+�2 PcMcO NtTQsr ; s 5 _ , g .Lr E Rufd�lt tirc4udin Apt.�uto. s. T C upper I1GlIC Number roirzit, Same ZIP rase A3 �' /�r��rr.�r�•r�v�.'.De vij ott t _ e to/ek ly3rs, 7sz roar i .,. , ., ram/ hy„p 7064) \ t i t i A gt 1 Art. Bonding Use ia.p., Residential. Non-Residential. Addition, Aevrwary, etc.) .RE.P NT A5. Latti;r!te/Lon tide. Let Icing. •orzontel Datum: [WAD 1927 J NAD 198.3 A6 Attach et bast 2 photograp t the building if the Certfrais la being used io o Min Mod insurances. A7. Building Diagram Peimber.._ A8. for a building with a crawl apace or enciorure(s), provide �1 A9. For a butldtrog with an attached wage, provide. a) Square kaotsge sot cflnrI apeCe a enctasute(t) _I�_ tit ft a) Square footage of attached gang+ ___ so ft b; Mc. rsf perrettnent Aced openings an the crawl space or ,ao b) No. of permanent blond openings in the attached -garage enciaaure(s) weds within t fl toot above adlacant grads _ walls wean 1 0 toot above adjacent $retie W r) Teti rev erne of flood openings In ,AB.b . so in tt) Tate net arras ai flood openings In Ae.b art/ sts in q,� SECTION B - FLOOD II $U$ A$CE RA NAP�E�RNI) IVF ATtON ,/� Pt �3n; 4�xi 5 � _% Niumber 1 82. Goon 12 4' i 83, 6,ti o - J r fat. Niap/aanel Norther I 135 Suffix T—r86. FtF M index ? 87. RPM Panel 7 08. Fined 1 Bas. Base Flood Eiev*tion(s) (Iona 1 I y is E Dee Z 0.7 y: flood cloolv 810. Indicate the source o�f the a�te Flood Ersotlon (8FE) data or base flood depth entered in tie ni 8u 0 HS Prottlo fifarr'=�M 0 Corrwminity Determined 0 Other (Dosetribel 011. indicate elevation steam used for WE in tsar/1139,, Er NCVtt :mg 0 Njtao tti88 i l Othse (Gssrrlbia) P12 Is the building iodated in a Coastal $airier Resource's System (C ) raises or hsrmtee Protectsd . rea (OPA;? l� Yea 0 No Designation Date u DORS OPA . - BF::TIONt C • BUILDING ELEVATION INFOR RA'T'ION (SURVEY REQUIRED) _ f:1. BuikAng eiev-attans we booed en: 0 Cona;rtrction Chuwlns` 0 fi3u idwtq Linnet Gotecr,>ction' _ Fr-vaned Construction 'A new Elevation Certificate will be required when construction of the tootling :a c.,a+tltisdie C2. Elevations •- Zones Al A30, 4E, AHf, A (well LIFE, VE. V1 -V3t.), V (with BFE), AP, ARA, AR/AE. APiAt. 10, ARRl.4ri .ARlAC. Ctxnplate items C2.a-g beicw *warding to he but (Attie d } n e scii ed in tern A7. Benchmark ltb sob _ . "' "v Venice! Datum _ .t( -! .C... .!._ r C+orwersion C3sttments - D) c) d) e) II) Top of bottom floor (including bbserrtent, crate spare or enclosure floor Top of the next higher floor Bottom cf the lowest hortzontei structural member (V Z..'nee only) Anil/ ed garage ftop of stab) Lower elovetion at mac hirkery or equipment servicing trio building (Describe type of equipment In Cowherds) Lowest adjacent (flnishsd) grade (LAO) Highest adjacent (tirwehsdl wok. (HAG) sec-now t,1 •- SURVEY Chars. tt'm meestu enttent used. o misters (Puerto Rkz acetyl fitters (Puerto Roo oniy) Li macaws (Puerto Elko onto) (� maters (Puerto Rix only) 0 errs (Puerto Rica only) w meters (Puerta Rico anty; � } moon (Puerto Rio onty) Keel Iktiest 0 feet fieth Prfeet feet SAIGINEER, OR ARCHITECT COMM/016N- The at/Mhos/0(2410s to Pe egt,ed and sealed by end surveyor. engineer, er, c. ,awhlbact authorized by law to certify eisvatloo intorrretlon. / cetrtiht tire! rhos Irritxsrtofhin on t►iis CextMeste rapt✓} 'anti my bps( 052414t artparprre: the data +twswfe . 1 understsocr that nary fhb* efsferrenf mey t* pient3hebks by fine w ?npVdsonmsr4 stocky in 13 U.S Car* $at*tno 1001 . GtiAck hero tf oorrprers pro 4.244 bectlfok Certraor't. Flame Addre" & tO 96 r' /56Z Lam" FEMA Font 81 -31. February 2006 Sees reverse mite for corttnuefioy, R pares ail prrevious editions 4b, 4 t 14 Copy oath Nees otter Eirraion Collate tr (I) armor* cfaiel,(4 nuance earritonaany, end Conn** mon CP pc) I:1 00 R6 gre g .A/...6 Z. at-MT _454' Cowie) Jr 16, VIVO 7 ,4 Chace hate atanhorent , " E NO EU-WM tieFORtner &AMY NOT REQUIRED FOR OrTAOANDZONEA I Zona AO wet Zawr A (novxst WE), openers Ws El tact F4 k N El. for or* as &waft iternemon ix • LOW, or LOmNF, •okon C routt be creinerve FsHI a Own Meter 2,Sedect it* tut*" awn Me Anne c the bunt* ifir ow*. 4 tang ocneseee lerk lawn 6 ercl 7. Iry digern tacontely oareeirei to trAtiv, welds ri sees or iiclograpt) The trod **bane low fixk� N Wiener* creandaMe)d te Waft s tan) _Non) 0 0 beim ttnaSe ori* to ripe* Anon ate* (Use rani gun erraties). F aularg Meer* /Fa net corky (sae pep 7), ft( rIV leXPAP to NNW Ittageti Ws* Owen* 11 ems Cab and C3.i Clk frond bee Mews Ihs oimlim atecnnary sow swim** momM711* pad% * —11410-1114cm) 0 1110411or 0 Woo icrock cro) thohigrost aciacont grans (UN nand ore* # sommien. For Ws 40 air ro text dyer mote entable, *t% ro titten Mos iimalad swarm nil tar ccrrossitle toodrier; rrenegement crirera*? _gyn. b20 tRcie onet no littorrawn to G. SECTION F PROPERTY OPMER • • CWI'S REPRESENTA CERTWICAT1ON PKIPINY ow* a lune* ihRated who area* Grebe C Mena C3A « ans E br &re A teams FEMAneuel comes amid OFE) or bale AO mum sign ire The arelerreni erSiodenr k ts. E oswoolo to bowl e Onotiottle loPms OR owlEms oaliociacTIVIM2 AT?Wr.-77--es 1,AESS ItiATUFIE Alien - sTiti aP CODE [ATE SECTil144 COMMUNITY roe ralcial who le eutmeso by We or =foam adrinner Its aomutis Una* irernantet cadinenoe caw, owners Swims A.aco E. ins G Tie Eon vs. Co' vielo to Wan* tier(*) end erg, Woe Trre sionnelon ir Seam C taw am caw canoneration nat lie train egad and mimed oy • lame surveyor, orronoor, or saichroct etc ntreAnc by 1040 tv km* ow* erevaton klorroalon. (Wore to *owe ind rine d to abaft in es Carom* aner Mos.) DoZIMUlty OR* MAW E i teles* WWI to Zone o lather a FEIMPeesued cr minneeitteserso OFE) cr 2oro AO. 3 The besot* donate (Wm 0440) oreirad I* swam* locnor trateignitert pipe* Ole* hens attachments ~UMW— -71111i1r0SrarilEff 011 ' • :<-1r10 a sem* has tarn eassi tr. 0 Nat Cailhaii 0 SAW* ITIogairmott fisean of Wane brew wor (rnaudes beernane re ha WM% kg - 4111) E or ft, Ars ki)) 4kokt, of taing ark Ihe UM% _ft* NAME Altitief WOW- veirS °an 61 , J3n464-/ 2003 I ittatirarth %sown* likt pro444143s ischtiOrst Building Photographs ContintJabon Page oi treir tosuranos Company Use. Building Street Address (includins Apt. Unit. Suite, 9nd/or Bldg !qt.) ; or P.O. Rok.te and Scx No 1—Ookty ,40.1-_e5lirLER A ()& et 7-01 I City.-y---- State , ZIP Code coriparirmc.4urrter fi 1.A I e:ng page, affix the additional photographs below. Identify all and, if required, "Right Side Vew' and 'Left Side View ' I/4 (A/1 \A,4 ( . E LA) I r CT!: 7- f Inspection Report City ot Tybee Island 403 Butler Avenue P.C. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: (912) 786-9539 Permit No _Dia- 01 t-1-- Date Requested 0 1 - Owner's Nairnf, CAS\ Date Needed Gen. Contract° r subcontractor Contact Number \ P r r .1 S3-1142, Location 0..rd A■ted 7 PQdLSijL Inspector Date of inspection Type of Inspection --C r■ \ eS rI0i4707-1703i 1D", 1D.C, -7"2 LJ n Pass Fait Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: (912) 786-9539 a — ° 1 q (40 Permit No. ( Date Requested ( 15-0-? Owner's Name O (0k Date N eeded 0(0- (W. 0-7 Gen. Contractor Subcontractor AA i-- (oar- Contact Niortier r in cic,._ 352-o1 i0 Location I-1 0 I"( PB J4 ( Inspector Y Date of Inspection Type of Inspection 1RA_A\IVAT-64"\f---. u -7D3 -20L/ 70 C 70('2 , r o C 1 elY\I (41 Pass Faii Fzr * * * * * * * * * * * * * ** -COMM. RNRL- * * * * * * * * * * * * * * * * * ** DATE JUN -18 -20 MODE = MEMORY TRANSMISSION FILE NO. =823 : * * ** TIME 10:07 * * * * * * ** STRRT= JUN -18 10:06 END = JUN -18 10:07 STN COMM. ONE - TOUCH/ STATION NRME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 4435073 001/001 00 :00 :19 -CITY OF TYBEE ISL. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -CITY OF TYBEE - * * * ** - 912 786 9539- * * * * * * * ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 912=044=35.37 Phone 912- 443 -5063 9 4413 -Soi3 04”01 440 * 10 3 Location Address: 4j1 B04-145. Ave.. 4 7a S Lot # Release Date: G-1?-01 • / A 704, Type of Release: Temporary ✓ Permanent Subd Name: Electrician: X11 I.- 5 { f, Owner/Builder: \dal 4ef C t ark1 �r . Electrician Phone Number: 31 3- 5-4.5).5 Phone Number: 7g(49 - 07 1-7 Location Address: Lot # Release Date: Type of Release: Temporary _ Permanent Subd Name: Electrician: OwnerBuilder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-12=944=35.37 Phone 912 - 443 -5063 4,43 -So'13 D0 -01410 #103 * 70 Location Address: 404 A- (r A .. 4l ?0 S Lot # Release Date: 10-1 ?-01 /Permanent Type of Release: Temporary ✓ Permanent Subd Name: Electrician: M V S (0 a r-, Electrician Phone Number: 31 3- 6-'4-?5 Owner/Builder: *fa,( -kr C ( ark) Tr . Phone Number: 1'(a - 01 Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No ` OS 09 -0 ? Owner's dame CA1"' Elate Needed '" Gen. Contractor Subcontractor Contact Ntimber t r , (i CPS O ° 7 142 Location 1 -1 1. 4 4, e. e i- s 1 d Q I 0 el Inspector Date of inspection -s %U4% Type of inspection 2 LA "n 1 4- 5 rN LSt " efec Pass Fail 'CONN. NODE ----- 4NAL, * ** FIDE NaRY TRANSMISSION STN 622 NO, OONN, °NE\TOUC Obi OK A88/2 NO. STAT a 443SD7,3 * DATE NAY-11'20 START, * * ** TIME 18:36 NAY-11 1035 EMAIL ADDRESS. END,Y-ll /0:38 -CITY OF TYgEE TELEPHONE NO. ,CITY OF TYPEE * , Is&• PAGES DURATION ®01-©01 00'00:20 912 ?e6 9539, * ** Location Address: Sa a�q Bream ork ?'YBEE I! <lu9 ;7 n. j D Type or Release: Elect:00 Tea'AarerY ga; O''"erm ceder: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 91:2=9*P35.37 Phone 912 -443 -5063 4 A-I 3 .- r']7 Sa'1 3 Oco -- O 1 LRe Location Address: Type of Release: 434 13c1 +l er Ave.-41 101 Lot # Release Date: 5' -,1- / Pt►- Temporary V Permanent Subd Name: Electrician: ! " L S� o a.• Electrician Phone Number: 3 13 - S' i3.5 Owner/Builder: Val - -e r C lark Tr Phone Number: 'Eta -p1�� (D b -o I 'Fcp Location Address: lip 3 j Ave.. r] 02 Lot # Release Date: 5-(1---) Type of Release: Temporary V Permanent Subd Name: Electrician: L S (.Da +r, Electrician Phone Number: 3 (3- 54.1-VS Owner/Builder: Vlak Q, r C,�all") J C . Phone Number: 11 g to - DT') ?) Location Address: Type of Release: Electrician: Owner/Builder: Lot # Temporary Permanent Release Date: Subd Name: Electrician Phone Number: Phone Number: Permit Inspection Report City of Tybee Island 403 Butler Avenue P.U. Box 2749 tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 ;It o . 3 to - (`-I (o (�— ,cam Owner's Name tsen. Contra( for Contact Number .Qi(_atiet Inspector Type of in4speet, i 1, ' ∎'11 fP i t % t • Owner`c Nam, - (, 't). 1.41:u r.rf r f'nnt. ct td+trr4 u r Date Requested L-� ! ' C) ((O - 0 7 Date Needed Subcontractor p rr r .t l (0553- riIL 2 +i3-'A� a �Jtft�3 ;4+1 u . " fPoJ-N5, Date of Inspection __ _ _ r I,o et t- t / Date Requested / Date N eeded Subcontractor 114 Pass Fail 4__ rTh Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 186-45/3 extension 114 Fdx: (912) 786-9539 Permit No. D(- Q 1 9 Date Requested 014-11-3-7 Owner's Name C_AOs4) Date Needed D'.4 — 12 - 3 -7 Gen. Cor5tractor Subcontractor L. 0 V ‘ ro,,A L 0 ^5 41• Contact Niimber fl'- 1--., t ■ Location Inspector J--1Q-Y -"S 5-'3- 7 I 42_ Date of Inspection rype of Inspection r ci --Cs 3- 1 a \--• Pass Fail • Inspection Report City of Tybee Island 403 0utler Avenue P.O. Box 2749 lybee Island, GA 31328 Phone: (912) 10b -4573 extension 114 Fax: (912) 786-9539 Permit !in. 0(0- 0.1 Li to Date Requested I - I = y —7 Owner's Nam 1 0 l'`1 Date Needed 0 f - ((r• 0 7 Gen. Contractor Subcontractor Contact Number 1 € r r l 1 l054i? - !"( Z Location Li J_`� Inspectors Date of Inspection Type of inspection i n S J a ,-. -4" S Pass 7o 4 Fail Inspection Report City of i-ybee Island 4n :3 Buller Avenue, P.O. Box 2749 TVbee Island, GA 313!8 Phone: (91)) /86-45/3 extension 114 Fax: (912) 786 -9539 Permit a ,(a', Di Owner's Name r 4"1-- Date Rertiested - •slie _ L% 0- J'�� i Date Needed - (yen Contractor '.ub o ntracto r Contact Number Q r (G' .5 R' / 0 �-t Location v � � " /�✓ � --" , �' J �- h S , t 40 l), Inspector 1 i Date of Inspection 1/i/0 Type of Inspection 'n PdSS Fail Inspection Report City at Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phi-1.4w X 91.?) 786 -45I3 41 x nsin nt 114 Fax: (912) 786 -9539 Perry ►it No_ D(0-0 I L �o Date Requested - 0L1 - 1 Owner`.: Nae 0,3- 6 Date Needed v �' 0 7 m Caen. Crnntrartnr Subcontractor Contact Plumber P r r 1 "1 2 Location �1-4 Aye. Pat_{ -. S, 0 I�±n�. Inspector Date of Inspection Type of Inspection LA Y'1 • 4-5 ri 0 3 0 4 ? 0 S 1 0 (v Pass TE Fait t ' -)SI- f -)Mb, ��� C 0 ,) roJg4 piPG• (Ska ^> r 0 .) 5 1- ✓ti's c. Permit No. Inspection Report City ot Tybee Island 403 Butler Avenue P.O. Box 2749 rybee Island, GA 31328 Phone: (912) 186-4513 extension Fdx: (912) 786-9539 Owner's Name C C\ 119‘ Gen. Contractor Contact Number Location Inspector Por Date Requested Date Needed 114 04 -0D 07 (:L( 03-0-7 Subcontractor 03e-)raa Co. (055- Type of Inspection eue-I 3 P ci-N C) 3(0 /7- 07 Date of Inspection 17'.1 ia "1" 3 Pass El Fail 0 f Inspection Report City of Tybee Island 403 Antler Avenue P.O. Box 2 749 Tybee island, GA 31328 hone: (912) !#6 -4573 extension 114 Fax: (912) 786 -9539 Permit N )._0( =OH `.0 ___ __. Date Requested 03- 2 C) -0 1 Owner's Nam l GS 1 Date Needed 0 3 - 2 1 - O _'1 Gen. Contractor _•__— Subcontractors O'v) r 0- C 305 ` i. Contact Number ! 0-4 t . e- CDSS'' 02 32- Location 0 `i 1 J 4-- l i J' Ave, "' P o C i-, S , d, C 3 ( ..)./-.. c.� Date of Inspection 3/a )k7 Time Inspector Type of Inspection levai 2 SG4. 1 ir. Vu--.. o. \ .5-L .c__ I Inspection Report City of Tybee island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. POLO - 01 L le2 date Requested % ?) . 0 C1 - C. . n , �_� Owner's Name __ -_ `_ a1/4-\--4.41 Date Needed 03-09-3 Gen, Contractor Subcontractor _ Contact Number e r T. f CD S OG - 1 I q L ' Location 3 L LI r. .J ,'- t Q r - .v Q1 Date of inspection Time Inspector Type of Inspection Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (91)) 186-4573 extension 114 Fax (912) 786-9539 Permit No °cc, L-4 (c) Date Requested 03 - Olf; - L.) 7 Owner's Name t (7274" Date Needed - • o Gen. Contractor Contact Number Location LT" 0 Li Date of Inspection 3 .4 C'7 Type of Inspection Subcontractor 5 H 2 4_ Q., • Time LQ, Inspector " inspection Report City of Tybee Island 40:s Butler Avenue P.O. Box 2 743 Iybee lsiand, 4 31328 Phone: (91 2) /86 -4573 extension 114 Fax: (912) 786-9539 -011-1 In Permit No. C7:nrripr`c N.arr�%r�� ,ien. Contractor Contact Number Location Date of I ncpf't- tint Type of inspection Data itassua ,gtaci i)ate Needed C) -0 5- 3-1 Subcontractor 35/0-7 Time I racpecto r S -" -- - - Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fdx. (912) 786 -9539 Permit No. D()- al L4 Owner's Name `- L13-A1 Gen. Co ntracto r Contact N umber Location Qrr.(� Date Requested Date Needed Subcontractor (0S -7i Li-2_ 4 z Lk i J � � ky- . Date of Inspection Type of Inspection T= r Time F) Q r- t' c o / i CQJ ^� Inspector - - - -- —101 4-- 7�2 :ln t5 Inspection Report Report city of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee island, GA 31328 phone.: (912) 786-4573 extension 114 FdE (912) 786-9539 (") H ; 1 utf n r I rk riert. Contra tor Contact N nn-sher Location Li 39, 1:?),A-107- }f47 Date of Inspection _ Type of Inspectioo Date Recriested Date Needed Subcontractor 5 Time L)( S) Inspector ------------- Inspection Report city of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (91)) 786-4573 extension 114 Fax: (912) 786-9539 Perma No 040 19 LL-/ Date Requested 0 / - 0 7 Owner's Name C l ctr k Date N eeded 0)- /S--- 0 7 Gen_ Contra( tor '.,ulacontractor Contact Number L't D -/ 9cation Date of inspection Type of Inspection e r r . -I • ^ ■ 4- I . (- .1 s 5-F- 7/L12_ Time I ns pe t- to r • 0 Inspection Report City of fybee Island 403 Rutter Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone! (912) /86-4573 extension 114 lax: (912) 786-9539 Permit No, Owner's Name , Ll es . f (;in. Cn ntrartr, r Contact N um be r 1 ocdtion Lk —7-- e rre 11 Date Requested C.)2 - - 07 Date N eeded O20 0-7 ihroptrartn r '71 , \ j-k \JC, Rate ot Inspection Time 0-4 2_ nspecto r C #e■ Type of Inspection the. 0 0,4s '11 oi -0- '132_ F AA X( i J-0 ( 4 Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 lybee Island, GA 31328 Phone: (912) 786 -4513 extension 114 Fax: (912) 786 -9539 Permit No. o Di Owner's Name Gen. Contractor Contact Number _ Location Date of Inspection Date Requested -�� ___' -J - Date Needed 0 Subcontracto r !1 P r1 JI -1 i -It 2_ Hi J-�I-' ;•Je- / 1� 07 Type of Inspection 1 A n no, pc4 rv, r of JJS rtir." (1-1, Time 1 nspector s o ■ -4- 1 o 1 r tom. / INVOICE REMIT TO: CITY OF TYBEE ISLAND P.O. BOX 2749 TYBEE ISLAND, GA 31328 -2749 PHONE (912) 786 -4573 BEACHSIDE COLONY -LAST RESORT PO BOX 1040 TYBEE ISLAND GA 31328 ITEM DESCRIPTION ENGINEERING REVIEW CUSTOMER #: 02 -2004 INVOICE #: 20512001 INVOICE DATE: 2/15/2006 DUE DATE : 3/01/2006 P.O. # . CHARGE DETAIL UNITS TYPE PRICE AMOUNT 0.00 0.00 390.00 * * ** *THANK YOU * * * ** TOTAL DUE : 390.00 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc@bellsouth.net February 2, 2006 Invoice # 20512001 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: The Last Resort. Tybee Island, GA 11 -14 -05 12 -01 -05 2.0 hours 1.0 hours 3.0 hours 4O'4 3u4 -I4r Ave.. 3eaC'I,S Site observations and plans review 2051200B Plans review and concurrence letter 2051200 architect, etc... _ (30 $131 Total Due This Invoice x'390 RECEIVED Oa.- 02-o(Q Cie• CO eN dAJO- Z�a�f 3 1. aS 4- o. 3 .Du - r 6-z2- 10. ,. ct, S 13 2 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc(c ibellsouth.net February 2, 2006 Invoice # 20512001 Dee Anderson, Zoning Administrator City of Tybee Island ' P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: The Last Resort. Tybee Island, GA 11 -14 -05 12 -01 -05 Ai O 2 --1c J(o 2.0 hours 1.0 hours Site observations and plans review 2051200B Plans review and concurrence letter 2051200 architect, etc... 3.0 hours @ = 130 4--, 0Z --c7 3 —D to F0 Total Due This Invoice 390 RECEIVED DATE ISSUED: 03 -13 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT 27 -UNIT CONDOMINIUM 404 BUTLER AVE WALTER T. CLARK, JR. 1429 ESTILL AVENUE, UNIT D TYBEE ISLAND GA 31328 WALTER T. CLARK, JR. 1429 ESTILL AVENUE, UNIT D TYBEE ISLAND GA 31328 31871 P $80,714.00 $2,390,000.00 PERMIT #: 060146 TOTAL BALANCE DUE: $80,714.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Location: CITY OF TYBEE ISLAND, GEORGIA PLICATION FOR BUILDING PERMIT L a <4- �I psor� NAME •C) I tibec rsi PIN# ADDRE RECEIVED 7 -lo_nom Owner CO'-k-( 4.r To,nAktft.14,k '. ti 0y -3„0. r Ave if be t Lila - 'wet, ._ U 77: Architect or Engineer Wern _ Co le,,,,“41, 1 7 if tk((Li.,,cet ii etvlhkt orI2 -' .__Cz-1 -kife-r Building Contractor kick I k s l ��.., Ak y CVic;rK 7R . ti 0L4 3_ -- i e r Ave., i, az C' 12.65-R --7/4z, (Check all that apply) Er New Construction ❑ Duplex [✓]Residential ❑ Footprint Changes ❑ Other Estimated cost of Construction: Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: (C o Remarks: Renovation Single Family Commercial Repairs $ '301 o 0 00 , oe (Enter appropriate number) (4) Masonry (6) Other (please specify) (5) Steel & Masonry ❑ Minor Addition ❑ Substantial Addition ❑ Multi - Family ❑ Demolition ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan: # Units ,2 % # Bedrooms y # Bathrooms ,5-,Z Lot Area y o c. Living space (total sq. ft.) 75 / / 8 7/ # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Li Height 3 _S Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: _ t On -site restroom facilities will be provided through I 0'rl S 0 k t A On -site waste and debris containers will be provided by j a,s c Sc{ ✓C\ Construction debris will be disposed by ► i) iloy means of ; - I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand 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 plot plan showing elevation must 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 adequacy 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. %�.c ✓ , /1-6_ V Date: / Z/ e9 Signature of Applicant. Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City 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? NFIP Flood Zone Existing 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 Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager rilfl�- s�� 61.i4 Date D3 -/3 'j2otiff FEES Permit 1 ' 70 Inspections 1 13 Water Tap no Sewer Stub } t Aid to Const. X31 i $ 7/ TOTAL / REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5 -4, Code of Ordinances. Section 5 -4 -9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm 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 form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: , Project I.D.: eu -c-\\S C0 ,'N y OE-c) R eev:1J Attachments approved by: Date: Kern-Coleman & Co. mac. Consulting Engineers • Land Surveyors • Land P l a n n e r s Arc hitects • Landscape Architects • Environmental Sci ent i s[ Date: To (Company Name): Address: Attention: From: Project Name: Project No.: These Are: Sent Via: TRANSMITTAL January 5, 2006 Chatham County Inspections Department Chatham County Inspections Mr. Gregory Anderson Thomas D. Olson, AIA Beachside Colony "Last Resort" 050090 ® For Your Use ❑ For Your Comments ❑ For Your Files ❑ As Requested rs JAN U> • DEPT ❑ As We Discussed ® For Your Review and Approval ❑ USPS Mail ❑ In Person ® Courier ❑ FedEx /UPS Overnight ❑ FedEx /UPS 2nd Day ❑ FedEx /UPS Quantity Item Description 2 copies Additional Drawings A- 1.0(A), A- 1.0(B), A- 1.0(C) Remarks: Gregory: These can be inserted into the review sets right behind A -l.0 Thanks and if you have additional please call. Thomas D. Olson, AIA Received By: Client Signature Date 7 Mall Court (31406) • P.O. Box 15179 • Savannah, Georgia 31416 • Phone: (912) 354 -8400 Fax: (912) 356 -1865 • E -mail: info @kerncoleman.com • Web: www.kerncoleman.com DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc@bellsouth.net December 1, 2005 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: The Last Resort We received the submittal from Kern- Coleman with the plan date of 10/26/05. After reviewing the revisions we have no further comments. 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. Based on the information received and within the scope of our design review, to the best of my knowledge and belief, these plans meet the requirements for approval by the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... from any other governmental body or authority having jurisdiction over any portion of this project. Please call me if you have any questions on the above. Sincerel Downer K. Davis, Jr., P.E. President 2051200C cc: DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc(a bellsouth.net INVOICE November 22, 2005 Invoice # 20511201 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-95 RE: Lot 63 -B Ward 4 1204 2 "d Ave. Mark Sharpe Tybee Island, GA 10 -26 -05 1.0 hours 10 -0.5 0.5 hours Observed site & comment letter (correspondence file 2051120b Final review and concurrence letter (correspondence file 2051120c) 1.5 hours @ $130/hour = $ 195 Total Due This Invoice Kern- Coleman & Co. r.Lc. Consulting Engineers • L a n d Surveyors • L a n d P l a n n e r s Architects • Landscape Architects • Environmental Scientist November 21, 2005 Mr. Downer Davis Davis Engineering, Inc. 636 Stephenson Avenue, Suite C Savannah, GA 31405 REVISED SPECIFIC DEVELOPMENT PLANS FOR BEACHSIDE COLONY "LAST RESORT" TYBEE ISLAND, GA OUR FILE NUMBER 050090 Dear Mr. Davis, Enclosed are 3 sets of revised construction plans for the above referenced project for your review and approval. Also enclosed is a revised copy of the Hydrology Report and fire hydrant worksheets used for projects in the City of Savannah. We have addressed your comments with the following: 1. The front parking lot has been altered to meet ADA parking space requirements. These changes can be found on sheet U1. 2. The accompanying Exhibit 8 used in the City of Savannah shows that with the addition of a proposed hydrant, along with the existing hydrant located on the corner of Center St. and Butler Ave. there is sufficient fire flow to meet the needed fire flow protection. 3. We have contacted Mark Wiliams with the City of Tybee and will coordinate with him as to the exact size and type of easement for the proposed water system. 4. The following revised Hydrology Report details how required retention volume will be achieved on site. If you have any questions or comments concerning this project, please feel free to contact us. Respectfully Submitted, Kern Coleman & Co. Mark D. Crapps, R.L.A. downerdavis(comments).doc RECEIVED 1 7 Mall Court (31406) • P.O. Box 15179 • Savannah, Georgia 31416 • Phone: (912) 354 -8400 Fax: (912) 356 -1865 • E -mail: info @kerncoleman.com • Web: www.kerncoleman.com DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc@bellsouth.net October 26, 2005 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-95 RE: Lot 63 -B Ward 4 1204 2nd Ave. Mark Sharpe Tybee Island, GA Dear Mr. Anderson: We have reviewed the plan for this residential lot. Our review is limited to drainage issues. 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 design concept appears sound. However, when I contacted the surveyor whose seal appears on the plan, he advised the drainage design work was not his. The drainage plan is to have the seal of the design professional in responsible charge of the drainage design. Additionally, details of the swale, invert elevations, supporting calculations clarifying the capacity of the swale and driveway culvert/swale design will be required. Once this issue is properly addressed, to the best of my knowledge and belief, this plan should meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by the Georgia Department of Transportation or any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sin pe?1y, 7cc& -/- Downer K. Davis, Jr., P.E. President 2051120B HYDROLOGY REPORT BEACHSIDE COLONY "LAST RESORT" 404 BUTLER AVE. TYBEE ISLAND, GA 31328 PROJECT NO. 050090 PREPARED BY: KERN- COLEMAN & CO. P.O. BOX 15179 7 MALL COURT SAVANNAH, GA 31416 (912)- 354 -8400 FAX (912)- 356 -1865 November 15, 2005 RRY_ SITE OVERVIEW The proposed site is located at 404 Butler Avenue in Tybee Island, Georgia. The proposed plans consist of an approximately 8,400 s.f. building, pervious paving, storm drainage and water & sewer connections. The property is currently developed for residential use. No storm water detention will be required for this project. The rational Method was used for this analysis. Pre - Development A. Drainage Area, AE: 0.62 Ac. B. Design Basis: 2,5,10 & 25 year, 24 -Hour Storm Event C. Time of Concentration, Tc: 5 Min. D. Rainfall Intensity for Tc = 5 Min. (Savannah, GA) h = 5.45 in/hr, I5 = 6.25 in/hr Ito = 6.85 in/hr, I25 = 7.50 in/hr E. Runoff Coefficient, C, = 0.817 Impervious Area (0.503 Ac.) = 81.1% x 0.95 = 0.770 Greenspace (0.117 Ac.) = 18.9% x 0.25 = 0.047 Total = 0.817 F. Existing Runoff, QEX: (Q = CIA) 24 -Hour Storm Event Q2 = 2.76 cfs, Q5 = 3.17 cfs Qio = 3.47 cfs, Q25 = 3.80 cfs Post - Development A. Drainage Area, AE: 0.62 Ac. B. Design Basis: 2,5,10 & 25 year, 24 -Hour Storm Event C. Time of Concentration, Tc: 5 Min. D. Rainfall Intensity for Tc = 5 Min. (Savannah, GA) I2 = 5.45 in/hr, I5 = 6.25 in/hr I10 = 6.85 in/hr, I25 = 7.50 in/hr E. Runoff Coefficient, CW = 0.834 Impervious Area (0.518 Ac.) = 83.5% x 0.95 = 0.793 Greenspace (0.102 Ac.) = 16.5% x 0.25 = 0.041 Total = 0.834 F. Post - Development Runoff, QEX: (Q = CIA) 24 -Hour Storm Event Q2 = 2.82 cfs, Q5 = 3.23 cfs Q10 = 3.54 cfs, Q25 = 3.88 cfs * *Post- development flowrates are slightly greater then pre - development flowrates. Therefore, a volume analysis will be considered to determine the amount of required storage the site will require during a 25 -year, 24 hour storm event. Pre - Development A. Drainage Area, AE: 0.62 Ac. B. Design Basis: 25 year, 24 -Hour Storm Event C. Time of Concentration, Tc: 24 Hr., 1440 Min. D. Rainfall Intensity for Tc = 24 Hr., 1440 Min. (Savannah, GA) It440 = 0.40 in/hr E. Runoff Coefficient, C, = 0.817 F. Existing Runoff, QEX: (Q = CIA) 24 -Hour Storm Event Qua = 0.203 cfs G. Existing Runoff Volume, VEX: (V = QTc(60 sec. /min.)) 24 -Hour Storm Event V1440 = 17,539.20 cf Post - Development A. Drainage Area, AE: 0.62 Ac. B. Design Basis: 25 year, 24 -Hour Storm Event C. Time of Concentration, Tc: 24 Hr., 1440 Min. D. Rainfall Intensity for Tc = 24 Hr., 1440 Min. (Savannah, GA) 11440 = 0.40 in/hr E. Runoff Coefficient, C, = 0.834 F. Proposed Runoff, QEX: (Q = CIA) 24 -Hour Storm Event Q144o = 0.207 cfs G. Proposed Runoff Volume, VEX: (V = QTc(60 sec. /min )) 24 -Hour Stotui Event V1440 = 17,870.28 cf Difference in Stormwater Volumes (for 24 hour storm) = 331.08 cf POND SUMMARY An approximately 1,800 s.f. area behind the proposed building will be depressed 4 ", and serve as a stormwater, bio- retention area for the site. The pond will drain naturally being that the ground beneath it is sandy. The total pond volume was found using the Conic Method for Reservoir Volumes which includes the following formula: V = ((Elevation1 — Elevation2) / 3) * (Areal + Area2 + sq.rt.(Areal * Area2)) Elevation) — Elevation 2 = A (change in elevation) = 4" Areal (Elevation 1, as shown on plans) = 1,856 sf Area2 (Elevation 2, offset 1' @ 3:1 side slope) = 1,683 sf V = ((0.333) / 3) * (1,856 + 1,683 + sq.rt.(1,856 * 1,683)) V = (0.111) *(5,306) V = 589.60 ft3 POND VOLUME PROVIDED: 589 ft3 POND DEPTH: 4" POND VOLUME REQ'D: 331.08 ft3 Exhibit 8 Fire Protection Design Requirements This exhibit must be submitted for all private development projects that will be served by the City of Savannah public water system within the Corporate Limits of the City. PROJECT (014/4)y DATE, //AO/ LOCATION 0914 , smvvA WILL THE PROJECT INCLUDE A SPRINKLER SYSTEM? YES 17 N If yes, the system must be designed in accordance with NFPA 13, and the following additional question must be answered: WILL THE SPRINKLER SYSTEM IN UDE A BOOSTER PUMP OR THE USE OF CHEMICALS? YES NO I f yes, a reduced pressure zone (RPZ) type backflow preventor must be installed on the water service lateral that will supply the system, in accordance with the City of Savannah's specifications and details. 1. NEEDED FIRE FLOW (NFF): The Needed Fire Flow (NFF) for a proposed facility must be calculated in accordance with the insurance Services Office (!SO) "Fire Suppression Rating Schedule ", current edition. The ISO calculation to determine the NFF for a proposed facility considers the construction, occupancy, exposure, and communication of a building or fire division as follows: A. Construction Factor (C): The portion of the NFF attributed to -construction and area of the proposed building is determined by the following formula: C = 18* F * (A)OES , where F = Coefficient related to the class of construction. 1,5 for Construction Class 1 (Frame) = 1.0 for Construction Class 2 (Joisted Masonry) Page I 0,8 for Construction Mass 3 (Non - combustible) and . Construction Mass 4 (Masonry Non - combustible). 0.6 for Construction Class 5 (Modified Fire Resistive) and Construction Class 6 (Fire Resistive) A = Effective area Note: Refer to the ISO Fire Suppression Rating Schedule for a detailed description of how to calculate the Construction Factor when the building Construction Class is mixed, Class of Construction Factor (F): �• 8 Effective Area (A): square feet Calculated Construction Factor (C): l� 845 E. Occupancy Factor (0); oc E set or /4 71,ae gailonslminute (gpm) The portion of the NFF attributed to the occupancy of the proposed building is determined by the following factors: Occupancy Combustibility Class C -1 (Non- combustible) C-2 (Limited Combustible) C-3 (Combustible) C-4 (Free Burning) 0 -5 (Rapid Burring) Occupancy Factor (0), Q SS Occupancy Factor (0) 0,75 0.85 1,00 1,15 1.25 C. Exposures (X) and Communization Factors (P) The portion of the NFF attributed exposed and communicating buildings shall be determined in accordance with ISO Fire Suppression Rating Schedule, Exposure Factor (X): Communication Factor (P): 141 Page 2 D. Calculation of Needed Fire Flow (NFF): The Needed Fire Flow (NFF) for the facility shall be calculated using the following forrnula: NFF = O *O *(X+P) Calculated Needed Fire Flow (NFF): 4695. gpm 2. AVAILABLE FIRE FLOW (AFF): The Available Fire Flow (AFF) must be calculated based on hydrant flow testing and supplemental hydraulic analyses. The AFF will represent the fire flow that is available from the public water system at the existing or proposed hydrant nearest to the proposed facility at a residual pressure of 20 psi. The following formula, which was developed by the ISO, can be used to adjust data frorn a hydrant flow test to determine the available fire flow at that location at 20 psi: = Qt* (Ps - P20)o.M , where. (Ps - Pt0.5d 020 = Available fire flow at a residual pressure of 20 psi (gpm) Qt = Hydrant flow during test (gpm) Ps = Static pressure measured before hydrant flow test (psi) P20 = 20 psi (desired residual pressure) Pt _ Residual pressure measured during hydrant flow test (psi) Note: The City of Savannah will provide one hydrant flow test at a location selected by the design consultant for no charge, which can be used as the basis for this calculation, Hydrant Flow Rate During Test (Qt); gpm Static Pressure Before Flow Test (Ps); 1 psi Residual Pressure During Flow Test (Pi) psi Calculated Available Fire Flow (AFF); gpm Page 3 3, HYDRANT DISTRIBUTION: The hydrant distribution in the vicinity of a proposed facility must be sufficient to ensure that the NFF can be delivered. A credit will be applied for each existing or proposed hydrant based on the following ISO criteria: DISTANCE FROM THE HYDRANT TO THE PROPOSED FACILrrY (FEET) FIRE FLOW CREDIT (GALLONS /MINUTE) 0 td 300 1 ,000 301 to 600 670 601 to 1,000 250 The distance from the hydrant to the proposed facility must be measured as the fire hose can be laid by apparatus (Le., along roads and driveways as a vehicle would drive), Only 50 feet of the distance can be cross - country where the fire hose would be 'laid by hand at the' hydrant. HYDRANT DISTRIBUTION SUMMARY.FOR PROPOSED FACILITY DISTANCE FROM THE'EMs11NO AND PROPOSED HYDRANT TO THE PROPOSED FACILITY (FEET) FIRE FLOW CRRiD(T (GALLONS /MINUTE) 75 4 40) 15-0 ‘1.9 TOTAL CREDIT (GALLONSI'Muu-rE) Calculated by aft I5 PA16 Date: uzl (.1 ,wag. I r icerprucepir �. Mtfolr:SWIT:ort ar (D1 - 5z ((o v n:4s) S,�r:r,kltS ? - :-4 0-/-02.31 ( 2( ,.)^:+ L9ey-h_ oki 4(,):t-4 ":&/.Z.0-)A ocean 706 705 704 703 702 701 404 Butler Ave. 131 132 133 134 135 136 137 121 122 123 124 125 126 127 111 112 113 114 115 116 117 (lobby) 06/0146 Beachside Colony - The Last Resort 404 Butler Ave. 21 units Terrill Tuten 658 -7142 41-4 6ykts i2ic v-107214- c 6041 pla