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Home My Public Portal About10-0490 Village Plaza LLCCITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/15/2011 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 #: 100490 PROPOSED USE: NEW COMMERCIAL BUILDING OCCUPANCY TYPE: P CONTACT NAME VILLAGE PLAZA LLC CONTACT ADDRESS PO BOX 2812 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 502 FIRST ST 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 90 -DAY TEMPORARY CERTIFICATE OF OCCUPANCY DATE COMPLETED: 02/08/2011 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 100490 NEW COMMERCIAL BUILDING P VILLAGE PLAZA LLC PO BOX 2812 TYBEE ISLAND GA 31328 20 -day $3,000 Letter of Credit receives . s p rfo EROSION — Maintain seeded and stra d areas; 'DOT — provide copy of release to City + f Tybee 'ACCEPTANCE OF SITE — City's Consulting Zoning Manager /BUILDING & DRAINAGE AS -BUILT — resubmittal required (note temporary rip -rap, swale, flow arrows, stamp /sign) with concurrence letter from Project Engineer r • C • 4- i3 '40 /ENGINNERING — install permanent remedy for temporary rip -rap area INVOICE — payment of forthcoming final invoice from Davis Engineering, Inc. /DUMPSTER ENCLOSURE — install doors Ance bonding for the following: pair silt fence blowout SE corner. land. roc. 2.10 -�� gineer; Public Works Director; Planning & P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Thursday, April 14, 2011 8:51 AM To: Dianne Otto Subject: 210024 HWY 80 Attachments: P4130009.JPG The west end has been adequately stabilized with a combination of Sod, litter /much and volunteer weed growth. This site will continue to be monitored. 1 11111111 ' BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -- 6932 LAHBOS @BELLSO UTH. NET April 13, 2011 Diane Otto Planning and Zoning Tybee Island, Georgia Re: The Village 502 First Street Tybee Island, Georgia Diane, RECEIVED ray; CIrc na v;( .mss as-19u; (+ At the request of the Owner, we have inspected the added flume for compliance with the approved drainage plan and the as -built drawings. After a brief inspection of the project, it is our opinion that the flume is installed correctly and the back slopes have been sodded. We have also looked at the grassing to the south of the building and it is our opinion that the final stabilization is at 50% to 75% in place and the silt fences may be removed. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897 -6932, fax to 897 -2287 or e -mail to lahbos@bellsouth.net. Sincerely, Mark Boswell ,,41?1(P(1( Dianne Otto From: Downer Davis [dkdbus ©gmail.com] Sent: Wednesday, April 13, 2011 3:39 PM To: Dianne Otto Cc: Joe Wilson Subject: Re: FW: village flume letter Attachments: 210024 211001 W end of PkngLot looking south.jpg On Wed, Apr 13, 2011 at 3:37 PM, Downer Davis <dkdbus @gmail.com> wrote: Attached is the picture I took Sunday. With the bare slopes, the silt fence needed to be repaired. Also, the end of the concrete pad at the bottom of the flume had erosion beyond it. Pm withholding further comment until I finish my E &S inspections today. I'll recheck and respond in the morning. «» On Wed, Apr 13, 2011 at 3:24 PM, Dianne Otto <Dotto @cityoftybee.org> wrote: Joe and Downer — Attached is the revised as -built and certification letter from Boswell for 502 First Street, the retail in front of The Village. They have been open under a 90 -day temp CO. Please review and let me know if it is acceptable. Thanks, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 i T H E i C O A S T A L B A N K February 8, 2011 City of Tybee Island PO BOX 2749 Tybee Island, GA 31328 or; ai ‘1, drjr/0446) • Y: RE: Irrevocable Standby Letter of Credit Number: 11 -001 Amount: $3000.00 Expiration: 90 Days from the date of this letter. We hereby establish in your favor our Irrevocable Standby Letter of Credit 11 -001, which is available with The Coastal Bank by payment against presentation of the original Letter of Credit and your draft(s) at sight drawn on The Coastal Bank, accompanied by the documents below: A purportedly signed statement of the Beneficiary worded as follows: "Rockby INC has failed to perform as outlined in its agreement to the City of Tybee Island to complete one or more of the following at 502 1st Street, Tybee Island, GA 31328: EROSION — Maintain seeded and strawed area; repair silt fence blowout on the SE corner. DOT— Provided copy of release to City of Tybee Island. ACCEPTANCE OF SITE — City Consulting Engineer; Public works director; Planning & Zoning Manager. BUILDING & DRAINAGE AS- BUILT— resubmittal required (note temporary rip -rap, swale, flow arrows, stamp /sign) with concurrence letter from Project Engineer. INVOICE — Payment of forthcoming final invoice from Davis Engineering, Inc. DUMPSTER ENCLOSURE — Install doors." This Letter of Credit is subject to the International Standby Practices 1998, ICC Publication No. 590 We herby agree with you that the draft(s) drawn and in compliance with the terms of the Letter of Credit will be duly honored upon presentation at The Coastal Bank, 18 W Bryan Street, Savannah, GA 31401 as specified herein. If you require any assistance or have questions regarding this transaction, please call Brian Smith at 912- 629 -1627. Sincerely, The Coastal Bank la 'r Robinson Credit Administrative Assistant 18 \V- IRnan Sirrct >a3a6nah, GA 11401 P.O. Bux 9750 (31417 -9750) I tcl. 913 -679 -1600 lax 912- 734 -6096 I, NNN+- th0cnaazlhank com t_r ISTEz tv(; `_8372 PEONES `tQNAL ?4 -iI i*g4 -4k7 � o Q if RIP RAP ,vd/ et.4. QQ- i vSCk Re- o ;3/fp FLUE CP At COI tOc% 400, s• Dianne Otto From: Dianne Otto Sent: Friday, February 25, 2011 1:23 PM To: 'Mark Boswell' Cc: 'dkdbus @gmail.com' Subject: RE: WEST END OF VILLAGE PARKING DRAINAGE FIX Attachments: S35C- 411022514090.pdf Hi, Mark. Attached is the design for the flume at 502 First Street. Downer Davis has written in the top left corner that he concurs with the proposed field change. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Mark Boswell jmailto:IahbosCtbellsouth.netj Sent: Thursday, February 24, 2011 4:32 PM To: 'Downer Davis'; Dianne Otto Subject: WEST END OF VILLAGE PARKING DRAINAGE FIX 1 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Tuesday, February 22, 2011 7:12 AM To: Dianne Otto Cc: walt @rockbyinc.com; lahbos @bellsouth.net Subject: Re: 502 First St. - Village Plaza Diane, 10-CA qo TROZIMED 1;2211 This drawing shows a swale behind (south of) the building with an available westerly flow. This swale runs approximately from the middle of the building and to around 30' east of the southwest corner of the building. It shows well on the west end. However, from around 30' east of the SW building corner to around 50' west, it is not clearly shown. The 8.65 elevation is upstream of (higher than) the 8. contour. From that point to around 4' east the contours indicate slope drainage onto the property to the south. Tybee needs the swale clearly shown for documentation that the stormwater is being conveyed from this property to City ROW's or easements without the use of property of others. If there are easements on those properties they should be shown. Based on my observations, the swale appeared to be properly installed. However, this asbuilt shows the swale to be too close to the south property line. See the invert elevation 8.23 east of the dumpster. Based on the design, the swale in this area being only 1' +/- from the property line will require the flow of water on the property of others. Please advise when revised asbuilts are available. This On Fri, Feb 18, 2011 at 9:55 AM, Dianne Otto <Dotto@cityoftybee.org> wrote: Downer — the revised as -built for 502 First Street is attached. Walt Rocker said that Boswell concurrence letter will be here soon. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 1 From: Walt Rocker [mailto:waltArockbyinc.com] Sent: Thursday, February 17, 2011 2:45 PM To: Jonathan Lynn; Dianne Otto Subject: FW: Dianne / Jonathan, Please find the attached updated As- Built. A copy has been sent to Boswell as well. This should only leave, Boswell's compliance Letter, permanent Flume and the grass, which is growing quickly at this point. Thanks, Walt Rocker From: Matt Byrd [mailto:matta,rockbyinc.com] Sent: Thursday, February 17, 2011 2:22 PM To: Walter C. Rocker, III Subject: This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 2 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -- 6932 LAHBOS@BELLSOUTH.NET February 21, 2011 Diane Otto Planning and Zoning Tybee Island, Georgia Re: The Village 502 First Street Tybee Island, Georgia Diane, ic1Rn E t Z 20/ I BY :....... At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan and the as -built drawings. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897 -6932, fax to 897 -2287 or e -mail to lahbos @bellsouth.net. Sincerely, Mark Boswell Dianne Otto From: Sent: To: Cc: Subject: Jonathan & Diane, Downer Davis [dkdbus @gmail.com] Monday, February 07, 2011 2:41 PM Dianne Otto Jonathan Lynn Re: HYW 80 I offer the following comments on the revised asbuilts. 1) The Engineer should note that the rip -rap is temporary. That is my understanding based on my conversations with Walt Rocker and Brad Proudfoot. 2) Show the swale extending along the added elevations in the southwest corner of the site. This can be simply by showing flow arrows connecting the asbuilt elevations and labeling it as a swale. Recontouring is not required. 3) The Engineer's signed seal is required. Downer. On Mon, Feb 7, 2011 at 2:23 PM, Dianne Otto <Dotto@cityoftybee.org> wrote: Jonathan & Downer, Walt Rocker from Rockby was just in. He said he will be here for a meeting at 1 pm tomorrow. He is going to secure a $5,000 letter of credit prior to the meeting. Walt said a concurrence letter on the revised as -built will be coming from Boswell. Downer, it would be helpful if you are able to review the revised as -built prior to the meeting. It is attached to this email. We can develop the complete list of remaining conditions at the 1 pm meeting. It won't take me long to prepare the temp CO once we have a list. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 1 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Wednesday, February 02, 2011 10:59 AM To: Dianne Otto Subject: Erosion Violations at HWY 80 During the walk through to final out this project, the following deficiencies were noted. 0:14 1) The large bare areas to the south and east remain. The supt. advised they would work on this today. He advised these areas were supposed to have been seeded and strawed. 2) To compound the problem of #1, there is a blowout in the SE corner of the site's perimeter silt fence. This needs to be repaired immediately. The above 2 items need to be addressed before the additional predicted rainfall arrives. 3) The western silt fence is acting as a bulkhead. The excess silt needs to be removed. The Supt. advised they A0141 would address the erosion downstream of the flume. There was no apparent sediment spill due to this. Please forward this with the 3 pics I just sent to you. The site supts.'s contact info is below. He requested to be copied on all related emails. Forwarded message From: Brian Bessenaire <brian.b @rockbyinc.com> Date: Wed, Feb 2, 2011 at 9:16 AM Subject: To: "dkdbus @gmail.com" <dkdbus(&,,gmail.com> Brian Bessenaire Brian.b @rockbyinc.com 321- 848 -8583 Sent from br- iPhone i Dianne Otto From: Downer Davis [dkdbus ©gmail.com] Sent: Wednesday, February 02, 2011 10:45 AM To: Jonathan Lynn Cc: Dianne Otto; Joe Wilson Subject: Fwd: village letter - 502 First St. The following is my understanding of the results of our walkthrough for a (pre)final inspection this morning: 1) You are addressing the location and how additional parking is being addressed. It will be shown on a design revision submitted by the Owner's Engineer and the final asbuilts. The additional parking is a result of the 2nd floor which was not on the site drawings until the Fall. 2) The asbuilts will be revised to reflect the actual swale at the rear being built up (by a berm rather than excavation) in portions. It appears it needs to be completed within the last 100'. 3) The site is not stable and in violation of the soil erosion regulations of City of Tybee Island and the State of Georgia. 4) The as built will be revised to show the true width of the driveway on HWY 80. It actually measured in excess of 24' (measured from the outside edges of asphalt at the narrowest point of the drive. 5) The Owner is completing the stabilization of the western flume on the parking lot and the stabilization of the unpaved disturbed areas including the large area offsite to the south. 6) I advised the onsite Supt. that it was the Owner's responsibility to contact the DOT for a final inspection of work in the DOT R.O.W. This DOT final is required by the DOT prior to their releasing the DOT R.O.W. bond. 7) E &S matters will be addressed in a separate email to follow. I recommend once the design changes are made and the asbuilts are revised, the Engineer signing off on the completed project provide a current certification letter. Additionally, if the Engineer is not the registered professional producing the asbuilt drawing(s), I recommend the certification letter reference the asbuilt drawing(s). Please advise when we need to reinspect and when revised asbuilt documents are available. Forwarded message From: Downer Davis <dkdbus @gmail.com> Date: Wed, Feb 2, 2011 at 7:02 AM Subject: Re: FW: village letter - 502 First St. To: Dianne Otto <Dotto @cityoftybee.org> Cc: Joe Wilson <jwilson @cityoftybee.org >, George Reese <GReese @cityoftybee.org >, Jonathan Lynn <j lynn @ cityo ftyb ee. org> I offer the following comments on the survey of the postconstruction topography. 1 1) The approved drainage plan showed a swale along the western portion of the southern property line. If it is not installed, an alternate drainage plan must be provided by the Owner's Engineer and approved by the City. The asbuilt is to come from the Owner's Engineer. To ensure that the Engineer is aware of and concurs with the postconstruction topographic survey. 2) The widths of the two drives are less than required by the permit according to the scaled widths on the survey. I recommend we pull a tape on these widths in the field this morning. a) .The width of the asphalt on the eastern drive off of Miller Avenue does not appear to be 24' as approved. I scaled less than 22'. b) The width of the asphalt on the main drive is less than 22'. Dependent on the presence of roll -type curb or lower height concrete borders, this may be determined to be acceptable. However, as the DOT does not consider concrete gutter in the drive lane width and as their minimum commercial drive width is 24', I recommend concurrence by the DOT for any significant width reduction. (Less than 23.8'.) Additionally, I'd like to pull 1 or 2 dimensions at the site if anyone has a 100' tape. (I left mine in the other vehicle.) 3) The water meter is not in the unopened 5th St. R.O.W. (SP Nature Trail) as shown on the plans. This meter and the adjacent backflow preventor are around 15' into the property. 4) The parking summary on the approved plans considers parking for only 5,000sf. The base footprint of the building (the first floor only) is 5,000sf. The parking summary shows only the minimum required parking for this 5,000sf was provided with no overflow or additional parking provided. (Please note that the handicapped parking space is not in addition to but is counted in the number of total parking spaces provided. It appears the 2nd floor may create a parking shortage. I will be by your office a little after 8am this morning. I would like to review the entire set of plans to ensure we address all other site improvement requirements. Dumpster screening, traffic striping & safety /directional signage, etc... «» On Tue, Feb 1, 2011 at 2:09 PM, Dianne Otto <Dotto@cityoftybee.org> wrote: Joe, George, Downer, and Jonathan: 2 Attached is the certification letter from Mark Boswell for 502 First Street. The as -built is also attached. Attached is the landscape plan. Three live oaks have been planted. The three marked as "requested but not required" were not planted. Please come to the office and sign the as -built when you are ready to accept this project so a Certificate of Occupancy can be issued. The contractor is eager to obtain the CO. Jonathan, the recombination plat was sent to the clerk of council for her and the mayor to sign. A recorded copy of that and a recorded copy of the Notice Regarding Floodproofing Measures are needed for the file. I requested a signed copy of the DOT permit numerous times from Matt Byrd. I will email another request to him today. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Mark Boswell [mailto:lahbos@bellsouth.net] Sent: Tuesday, February 01, 2011 12:31 PM To: Dianne Otto Subject: village letter This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e -mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 3 Dianne Otto From: Dianne Otto Sent: Monday, February 07, 2011 2:23 PM To: Jonathan Lynn; 'Downer Davis' Subject: FW: HYW 80 Attachments: DEST4246.pdf Jonathan & Downer, Walt Rocker from Rockby was just in. He said he will be here for a meeting at 1 pm tomorrow. He is going to secure a $5,000 letter of credit prior to the meeting. Walt said a concurrence letter on the revised as -built will be coming from Boswell. Downer, it would be helpful if you are able to review the revised as -built prior to the meeting. It is attached to this email. We can develop the complete list of remaining conditions at the 1 pm meeting. It won't take me long to prepare the temp CO once we have a list. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: jonathanhlynn @yahoo.com [ mailto:jonathanhlynn @yahoo.com] Sent: Monday, February 07, 2011 12:27 PM To: Dianne Otto; Jonathan Lynn Cc: 'Downer Davis' Subject: Re: HYW 80 Dianne Yes let's issue a 90 day temporary CO with those conditions. I agree with a performance bond but not sure of the amount, I will leave that up to Downer but 5,000 seems a bit much. Just tell them to pick it up at 1pm tomorrow and we can see if we can have a meeting with them to go through the outstanding items then and a timeframe for completion. Sent on the Sprint® Now Network from my BlackBerry® From: Dianne Otto <Dotto @cityoftybee.org> Date: Mon, 7 Feb 2011 12:13:38 -0500 To: Jonathan Lynn <jlynn @cityoftybee.org> Cc: 'Downer Davis' <dkdbus @gmail.com> Subject: FW: HYW 80 Jonathan, 1 Rockby delivered a check first thing this morning to pay the engineering fees as of 02/04/2011. There may be an additional invoice for engineering fees as Downer continues to work toward acceptance of this project. Rockby is seeking a CO but the items in Downer's email below remain outstanding. Downer recommended a performance bond in the email. He and I discussed $5,000 during a telephone conversation this morning. Did you discuss a bond with Rockby? The recorded recombination plat has been received. A recorded limited warranty deed related to the floodproofing has also been received. This is the first such document that Tybee has required. I would like to compare it to the sample that the City of Savannah kindly provided. However, it is Planning Commission packet day and I am extremely behind from having been out of the office for the GAZA Conference. I will not have time to review the document today. Attached is a revised as -built that was received on 02/04/2011. It appears Downer has not reviewed it. Mark Boswell has not issued a concurrence letter for it. When I did the FEMA inspection last week I noticed that the dumpster enclosure did not have doors. Joe Wilson has not accepted the site. An email you sent me on Friday said that the CO may be issued today (see attached). Do you want the CO issued today despite the above issues? If yes, is a performance bond required? Should it be a temporary CO? If so, for what length of time? If you do want the CO issued I would prefer to not use the ones you prepared on Friday. I can reprint to reflect today's date and use your signature stamp to ensure correct representation to the owner and to Chatham County of the date the Certificate of Occupancy (temporary?) was actually issued. Please advise, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Downer Davis [mailto:dkdbus ©gmail.com] Sent: Friday, February 04, 2011 1:08 PM To: Jonathan Lynn Cc: Dianne Otto Subject: HYW 80 I find the site improvements to be in compliance with the approved plans with the following exceptions: 1) There is not a permanent stand of grass on the disturbed areas (which is over 100% of that permitted). The application of hulled and unhulled grass seed with the straw mulch cover is an acceptable method of achieving permanent stabilization. However, I recommend the CIty have a mechanism to assure the Owner will reseed and take other measures necessary to establish a suitable ground cover as soon as reasonable possible. 2) The stormwater discharge from the parking lot at the west end is functioning at this time with rip -rap. The 2 curb in that area has not been backed up with soil. As it appears that the contractor has not been able to complete this in compliance with the approved plans, a design change appears eminent. 3) I have not reviewed and concurred with a complete asbuilt. It is my understanding that the contractor and Engineer were working on this yesterday. As you will remember, I had recommended that the Engineer issue a current certification letter with the revised asbuilts. I recommend the above three items be bonded. For clarification, it is my understanding the additional required parking on the east side was approved by your office. My invoice and pictures will follow in separate invoices. This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e -mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 3 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -- 6932 LAHBOS@BELLSOUTH.NET February 7, 2011 Diane Otto Planning and Zoning Tybee Island, Georgia Re: The Village 502 First Street Tybee Island, Georgia Diane, At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897 -6932, fax to 897 -2287 or e -mail to lahbos@bellsouth.net. Sincerely, Mark Boswell After recording, please return to: Cole. Fleming, & Clark, P.C. 337 Commercial Drive, Ste. 500 Savannah, Ga. 31406 STATE OF GEORGIA .lock t 13O7-7F' FILED Fi IR RECORD 2/07;/2011 n1 t34prr PAID: 4P.00 Daniel W. Massey, Clerk Superior Court of Chatham Co Chatham f :uft _S i }F(li rl._i, Notice Regarding Base Floor COUNTY OF CHATHAM ) Elevation and Flood - proofing Measures Cross Reference: RECEIVED . ,_�-�� Limited Warranty Deed by Rocker Development, LLC, a Georgia Corporation, as grantor, in favor of Tybee Village, LLC, a Georgia Corporation, as grantee, recorded at Deed Book 362 -V. Page 507, Records of Chatham County, Georgia (hereinafter, the "Deed "). This instrument is made by Tybee Village, LLC, a Georgia Corporation, (the "Declarant "). Declarant is the present owner of the land (the "Land ") described on Exhibit "A" attached hereto and acquired pursuant to the Deed. Declarant is in the process of constructing that building (the "Building ") which is located on the Land, is now commonly known as 502 First Street, Tybee Island, Chatham County, Georgia, and is shown and described as Lot 156 on a Recombination Plat entitled "A Recombination of Lot 156, 157 and 175 of Tybee Village Ward 1, Tybee Island Chatham County, Georgia" on that site plan attached hereto as "Exhibit B ". Declarant hereby gives notice that the Building is in an AE -11 flood zone and has been flood- proofed one foot above the base flood elevation to 12 MSL (NAVD) instead of raising the finish floor to the base flood elevation, and that the owner of the Building has the responsibility to create a flood protection standard operating procedure as outlined in Federal Insurance Administration: Non - Residential Floodproofing — Requirements and Certification Technical Bulletin 3 -93 or revised editions which describes how a storm is to be identified, who will be responsible for installing the flood panels, where the flood panels are, how to identify the flood panels to the designated locations, when to remove and store the panels, yearly inspection and "dry run ", and maintenance of the flood panels to ensure they will not breakdown or be misplaced. Executed by the undersigned as follows: Signed, sealed and delivered In the pre Witness nce of: AtfjoA. Notary Public U _ My Commission Expires on: J CmkipA (Seal /Expiration Date) Tybee 6 By illa_ =, LLC EXHIBIT "A" ALL that certain lot, tract or parcel of land, situate, lying and being in the City of Tybee Island, County of Chatham and State of Georgia, being known and designated as Lot 156 on a Recombination Plat entitled "A Recombination of Lot 156, Lot 157 and Lot 175 of Tybee Village Ward 1, Tybee Island, Chatham County, Georgia" prepared by Terry Mack Coleman, Registered Land Surveyor No. 2486, dated January 24, 2011 and recorded in the records of the Clerk of Superior Court, Chatham County, Georgia in Plat Book 45 -P, Page 30. Said Plat being incorporated herein by reference and being made a part hereof for better determining the metes, bounds, and dimensions of the subject property. Together with improvements thereon known as 502 First Street, Tybee Island, Georgia 31328. SUBJECT, however, to all valid easements, restrictions, zoning ordinances and rights -of- way of record affecting subject property, if any. EXHIBIT "B" 8' CURB CUTTER t<'U LK!SOSil .r• A-. z S2 MNSq E TOP EL • 7.24 IL• 421 CLOSE EXISTING ENTRANCE - CURE AND GUTTER TO MATCH EXISTING CURB t wr1ER A! TRANSITION CURE AND GUTTER TO MATCH O.O.T. SECTION EDGE OF HIGHWAY 80 0 s GUTTER CONCRETE APRON TRANSITION CURS AND GUTTER TO MATCH D.O.T. SECTION CUM S CUTTER CLOSE EXISTING ENTRANCE - CURS AND BUTTER TO MATCH EXISTING SY CAR . 6UTR'R EDGE OF SEWER MN RIM 10.54 IN -A 6.40 IN -B 6.56 OUT 6.19 OUT -8" TC CMF (DIST.) 970'1 1.50' W W"E - _ 73.34' 5'00.E^ .�r.� t O .1 1 b R5 B epaoes Cl 9' - 810' 5. 5 *paves of 9' • 45.0' 9.0' , 9.0' R8.0' N7059'41'W R5.0' R5.0' E.00, 12.00' 5.00' ADA APPROVED HANDRAILS 0 0 RELOCTED SIGN POST 59.81' (TIE IJNE) R15.00' 1. orsktiatisfolisima II' NV 1/ JJ" V - EigNMINEWERNEMEMINSIN Pr, p.m.: -Ir/Z107,7#0:51/7604)1.7: . IEI 10.0' ICI LDUTi.M 0' CCL �-._ N70Y5'00'W 73.34' NATO 4u MAP Pala.. lAIt G. MM.• ITAW M TO Of • MV.• AT 1LM Mt .>M O... A..... .....,•«...� /eel A•.• • A... ,. Cawood/ M wglrAtl ur.ML a ..1r our mew Irn..•.M �y� �g�ir "..��,`��I�"'..�u `.1• fMl�l p.'1WYW MIYL=Mite iv lM IlAfl '•�.2,•11 °n..,"JIAI . w'�..ls'.'-l'i{ A. TV tOLAV., .w.1.. . ALL ..AICII M M MME. AMNIM III/MNM Aa.AM Rf mlli.f r.MIIM�AO. 14/404-M• soI.7.ML Mr..w o7lM IM+.1MlM1 • CC... 41e0 A MM.Y ALV4L It0YI10 CM1t Pm Aol ATU1 a Ala AMC M I MOAN VW AV= IMP memo 51* 1TVI TO MI SbNL.' 01017.7 MM•MOT M IAMRO CAWIUI TAL40. /r. N70'f5'00" - 36.66' 470004 MT. I to It M A_4 AIL MOW IRR $004•04 r. T1..R1N TX IIaYI. bY. SPECIAL HANDICAP RAMP NOTES : RKt /MM. RAINS IINA L 71 coreen.Orm M xRV.0 IRA AM IrmtRtl AAV Av4luerTL V.LI,1C .VO I4MITOrMAY MCWM ALL Mao 41otM M arc AMC rC NI 1N .RIM CRT M 77711 MVO, 4•10104 C MY NO .4L 1MRI.MY /#110/11 SLOT I1 AL.,.. > icR a' TT1K AVAIL. Mat 7o Ai.EYmOMr L mn1An a M To LIMN • VW MOLT MOM Tv 11OVMfO1 AMY VOW WIMP! 1O ta, 017'111 MOO • OMfriaP�MAY. 04•1111100•20 0 7M. MNU. MOT AI 7.1.1.01 O N701500 'W - 36.67' I _ STAKING PLAN PARKING CALCULATIONS: MC. I020114 • Rosa .t 1..1 'MOM • ( -,MX. ')(Iawn -r� - u no Ieac.m TOTAL ANT® PA.t@M ATARI • 11 YAM* Torn. ,.100. IUTTI.. • L MAOU N■12101.1 114111 MIPU.O 1 MAW PA. `IO 440AV WAR CQ� IR!•Dl 11.01010 *RCCNYACC • 110 GREENSPACE CALCULATIONS: TOTAL MIN • AMC K ..Y AC PAVAN / 21.0021M , ITS • WY AC MMMAR • C1 AC l- • .AAU . m .NWTAR LC s4O nl N70T5 "00 "W r N 18 R15.00 t; lo© 51 PGA7NERED CLANS DETAIL 1/e R liar. 10141Q - 00 R.W, w .4 N.. 1/e/rt. Sac tlii .,-1 �. flail " PD.LAAI0 0551 HOST BOSWELL DESIGN SERVICES, INC. II II EI 1 i i I aT ct" 1 0-41 m¢ MONOLITHIC SIDEWALK MOT A MMtc Wirt ut la= izTro o: red Mir MI1W 41 z 1/4de C -3 3 or to snooty 1 ',00111' 1 9.01 _ NRS.d I 9 *pact.* at 9' • 8 ADA APPROVED HANDRAILS 0 0 RELOCTED SIGN POST 59.81' (TIE IJNE) R15.00' 1. orsktiatisfolisima II' NV 1/ JJ" V - EigNMINEWERNEMEMINSIN Pr, p.m.: -Ir/Z107,7#0:51/7604)1.7: . IEI 10.0' ICI LDUTi.M 0' CCL �-._ N70Y5'00'W 73.34' NATO 4u MAP Pala.. lAIt G. MM.• ITAW M TO Of • MV.• AT 1LM Mt .>M O... A..... .....,•«...� /eel A•.• • A... ,. Cawood/ M wglrAtl ur.ML a ..1r our mew Irn..•.M �y� �g�ir "..��,`��I�"'..�u `.1• fMl�l p.'1WYW MIYL=Mite iv lM IlAfl '•�.2,•11 °n..,"JIAI . w'�..ls'.'-l'i{ A. TV tOLAV., .w.1.. . ALL ..AICII M M MME. AMNIM III/MNM Aa.AM Rf mlli.f r.MIIM�AO. 14/404-M• soI.7.ML Mr..w o7lM IM+.1MlM1 • CC... 41e0 A MM.Y ALV4L It0YI10 CM1t Pm Aol ATU1 a Ala AMC M I MOAN VW AV= IMP memo 51* 1TVI TO MI SbNL.' 01017.7 MM•MOT M IAMRO CAWIUI TAL40. /r. N70'f5'00" - 36.66' 470004 MT. I to It M A_4 AIL MOW IRR $004•04 r. T1..R1N TX IIaYI. bY. SPECIAL HANDICAP RAMP NOTES : RKt /MM. RAINS IINA L 71 coreen.Orm M xRV.0 IRA AM IrmtRtl AAV Av4luerTL V.LI,1C .VO I4MITOrMAY MCWM ALL Mao 41otM M arc AMC rC NI 1N .RIM CRT M 77711 MVO, 4•10104 C MY NO .4L 1MRI.MY /#110/11 SLOT I1 AL.,.. > icR a' TT1K AVAIL. Mat 7o Ai.EYmOMr L mn1An a M To LIMN • VW MOLT MOM Tv 11OVMfO1 AMY VOW WIMP! 1O ta, 017'111 MOO • OMfriaP�MAY. 04•1111100•20 0 7M. MNU. MOT AI 7.1.1.01 O N701500 'W - 36.67' I _ STAKING PLAN PARKING CALCULATIONS: MC. I020114 • Rosa .t 1..1 'MOM • ( -,MX. ')(Iawn -r� - u no Ieac.m TOTAL ANT® PA.t@M ATARI • 11 YAM* Torn. ,.100. IUTTI.. • L MAOU N■12101.1 114111 MIPU.O 1 MAW PA. `IO 440AV WAR CQ� IR!•Dl 11.01010 *RCCNYACC • 110 GREENSPACE CALCULATIONS: TOTAL MIN • AMC K ..Y AC PAVAN / 21.0021M , ITS • WY AC MMMAR • C1 AC l- • .AAU . m .NWTAR LC s4O nl N70T5 "00 "W r N 18 R15.00 t; lo© 51 PGA7NERED CLANS DETAIL 1/e R liar. 10141Q - 00 R.W, w .4 N.. 1/e/rt. Sac tlii .,-1 �. flail " PD.LAAI0 0551 HOST BOSWELL DESIGN SERVICES, INC. II II EI 1 i i I aT ct" 1 0-41 m¢ MONOLITHIC SIDEWALK MOT A MMtc Wirt ut la= izTro o: red Mir MI1W 41 z 1/4de C -3 3 or to snooty U.S DEPARTMENT OF HOMELAND SECURI IY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name VILLAGE PLAZA, LLC A2 Building Street Address (including Apt , Unit. Suite. and/or Bldg No.) or P.O Route and Box No 502 FIRST STREET (U S. HIGHWAY 80) Policy Number Company NAIC Number City State ZIP Code TYBEE ISLAND GA 31328 A3 Property Description (Lot and Block Numbers. Tax Parcel Number Legal Description. etc ) LOTS 156, 157, & 175, TYBEE VILLAGE, WARD 1, TYBEE ISLAND, (SUBDIVISION MAP BOOK 38 -S, PAGE 73). A4. Budding Use (e g., Residential. Non - Residential, Addition. Accessory. etc.) COMMERCIAL A5 Latitude /Longitude Lat 32.0130'N Long 80.8444'W Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance A7 Building Diagram Number 1B A8 For a building with a crawlspace or enclosure(s) a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No of permanent flood openings in the crawlspace or enclosure(s) within 1 0 foot above adjacent grade 0 c) Total net area of flood openings in A8 h 0 sq in d) Engineered flood openings? ❑ Yes El No ❑ NAD 1927 0 NAD 1983 A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) No of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9_h 0 sq in d) Engineered flood openings? ❑ Yes © No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1 NFIP Community Name & Community Number CITY OF TYBEE ISLAND 135164 B2. County Name CHATHAM B3. State GA B4 Map /Panel Number 13051CO213 B5. Suffix F 36. FIRM Index Date 09/26/2008 B7 FIRM Panel Effective /Revised Date 09/26/2008 B8. Flood Zone(s) AE B9 Base Flood Elevation(s) (Zone AO. use base flood depth) 11' B10 Indicate the source of he Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile El FIRM ❑ Community Determined ❑ Other (Describe) B11 Indicate elevation datum used for BFE in Item B9 ❑ NGVD 1929 El NAVD 1988 ❑ Other (Describe) 1312 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS El OPA ❑ Yes le No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on ❑ Construction Drawings' ❑ Building Under Construction* Q Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2 Elevations - Zones A1-A30, AE, AR, A (with BFE), VE, V1 -V30. V (with BFE). AR, AR /A, AR/AE, AR /A1 -A30. AR /AH, AR /AO Complete Items C2.a -h below according to the building diagram specified in Item A7 Use the same datum as the BFE Benchmark Utilized LOCAL Vertical Datum NAVD 88 Conversion /Comments N/A Check the measurement used a) Top of bottom floor (including basement, crawlspace. or enclosure floor) 9.8 0 feet ❑ meters (Puerto Rico only) b) Top of the next higher floor '19.7 El feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N /A. El feet El meters (Puerto Rico only) d) Attached garage (top of slab) N /A. ❑ feet ❑ meters (Puerto Rico only) el Lowest elevation of machinery or equipment servicing the building *9 8 feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 8.3 El feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 9 8 El feet El meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs. including 8.7 El feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information / certify that the information on this Certificate represents my best efforts to interpret the data available f understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001 ©Check here if comments are provided on back of form Were latitude and longitude in Section A provided by a licensed land surveyor? El Yes El No Certifier's Name Joseph A Hale, Jr Title Registered Land Surveyor Address 6 Mali Court Signature License Number GA RLS# 2886 Company Name Kern - Coleman & Co. LLC City Savannah Date 1/25/2011 State GA Telephone 912- 354 -8400 7IP Code 31406 IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt , Unit, Suite. and /or Bldg No.) or P.O. Route and Box No. 502 FIRST STREET (U S HIGHWAY 80) Policy Number City TYBEE ISLAND State ZIP Code Company NAIC Number GA 31328 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official. (2) insurance agent/company, and (3) building owner. Comments SECTION AS METHOD OF DETERMINATION BY USE OF HANDHELD GPS RECEIVER SECTION C2 THE BENCH MARK USED FOR THIS CERTIFICATE WAS FSTARI ISHFD USING •FGPS" GPS BASE STATION NETWORK Fl FVATIONS SHOWN ARE REFERENCED TO NAVD 88 SECTION 02 b: THE ELEVATION IS APPHOXIMAI E AND IS I-OH I HE NEX I HIGHER FLOOR. SECTION C2 e: THE ELEVATION IS FOR THE WATER HEATER THAT IS LOCATED ON THE BOTTOM FLOOR; THE CONDENSING UNITS ARE LOCATED ON THE ROOF. ACCORDING TO A FLOODPROOFING CERTIFICATE PREPARED BY MARK A. BOSWELL, GA PE #28372, DATED 1 -26 -2011, THE BUILDING IS FLOODPROOFED TO AN ELEVATION OF 12.47 (NAVD 88) Signature j Date . 1/25/2011 ® Check here if attachments SECT E - BUILDING ELEVATION IR80RMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BEE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B. and C. For Items E1 -E4, use natural grade. if available. Check the measurement used. In Puerto Rico only. enter meters. El Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement. crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet El meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3 Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters El above or ❑ below the HAG E5, Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance') ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, R, and E for Zone A (without a FEMA- issued or community- issued REF) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owners or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E). and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9 G1 ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA - ssued or community - issued BFE) or Zone AO 03. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes 04 Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7 This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8 Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9 BFE or (in Zone AO) depth of flooding at the building site, ❑ feet ❑ meters (PH) Datum 010 Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Title Telephone Signature Date Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No ) or P.O. Route and Box No. 502 FIRST STREET (U.S. HIGHWAY 80) City State ZIP Code TYBEE ISLAND GA 31328 Policy Number 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 on the reverse. FRONT VIEW 1/25/2011 REAR VIEW 1/25/2011 LEFT SIDE VIEW 1/25/2011 RIGHT SIDE VIEW 1/25/2011 Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No ) or P.O. Route and Box No. 502 FIRST STREET (U.S. HIGHWAY 80) Policy Number City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and. if required. "Right Side View" and "Left Side View." WATER HEATER LOCATED 1/25/2011 1, 1111 ON BOTTOM FLOOR FRONT VIEW 1/25/2011 4 , : A, " Ilk i . \ 41, �' i _ Ili r 9 Win.: SECOND FLOOR ROOM AS SEEN FROM INSIDE THE BUILDING 1/25/2011 U.S. DEPARTMENT OF HOMELAND SECURITY 0.M.B. NO. 1660 -0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires March 31, 2012 National Flood Insurance Program FLOODPROOFiNG CERTIFICATE FOR NON- RESIDENTIAL STRUCTURES The floodproofing of non - residential buildings may be permitted as an alternative to elevating to or above the Base Flood Elevation; however, a floodproofing design certification is required. This form is to be used for that certification. Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements. The permitting of a floodproofed residential basement requires a separate certification specifying that the design complies with the local floodplain management ordinance, BUILDING OWNER'S NAME Village Plaza, LLC STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 502 1st Street OTHER DESCRIPTION (Lot and BIocX Numbers, etc.) LOTS 156,157 &175,TYBEE ISLAND,WARD 1,TYBEE ISLAND,(SUBDIVISION FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NA(C NUMBER MAP BOOK 38- S,PAGE 73) CITY TYBEE ISLAND STATE GA ZIP CODE 31328 SECTION I FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM: COMMUNITY NUMBER 13051 PANEL NUMBER CO213 SUFFIX F DATE OF FIRM INDEX 9 -26 -2008 FIRM ZONE AE BASE FLOOD ELEVATION (In AO Zones, Use Depth) 11 SECTION II FLOODPROOFING INFORMATION (By a Registered Professional Engineer or Architect) Floodproofing besign Elevation Information: 12.47 NAVD Building is floodproofed to an elevation of feet Al (Elevation datum used must be the same as that on the FIRM.) Height of floodproofing on the building above the lowest adjacent grade is i 11 feet. (NOTE: For insurance rating purposes, the building's floodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit. If the building is floodproofed only to the Base Flood Elevation, then the building's insurance rating will result in a higher premium.) SECTION iII CERTIFICATION (By Registered Professional Engineer or Architect) Non - Residential Floodproofed Construction Certification: I certify that, based upon development and /or review of structural design, specifications, and plans for construction, the design and methods of construc- tion are in accordance with accepted standards of practice for meeting the following provisions: The structure, together with attendant utilities and sanitary facilities, is watertight to the floodproofed design elevation indicated above, with walls that are substantially impermeable to the passage of water. All structural components are capable of resisting hydrostatic and hydrodynamic flood forces, including the effects of buoyancy, and anticipated debris impact forces. I certify that the information on this certificate represents my best efforts to interpret the data available. i understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001, C5 „f G'ST, 0 MARK BOAWELL PE 28372 CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) CEO BOAWELL DESIGN TITLE 103 NASSAU DRIVE COMPANY NAME SAVANNAH, GA 3i4,0 ADDRESS CITY STATE ZIP CODE SI NATURE DATE PHONE 1�w � l .ra...�� i • 31". % 112.'417 — b`t 3I— t dOF yS10NAL Copies should be made of this Certificate for: 1) community official, 2) Insurance agent /company, and 3) building owner. FEMA Form 81 -65, Mar 09 Replaces all previous editions F•056 (3/09) Field Report To: City of Tybee 403 Butler Ave. Tybee Island, GA 31328 From: Mark Boswell Date: January 24, 2011 Visit: September 2010 through January 24, 2011 Project: 502 1st Street, Tybee Island, GA —The Village Commercial, Tybee Island These are field observations with the flood proofing of the above - referenced project. A. Slab: The drawing required an 18" thick concrete slab with rebar (see drawings) to counteract the uplift forces during a flood. The foundation and slab were installed per plans and specifications, and they were inspected by my office and accepted. B. Mechanicals: All mechanicals are installed above flood elevation (see pictures and letter from electrician) per drawings and specifications. Hot water heater tank is located below the flood elevation with all hookups and electrical work above flood elevation. Sewer system does not require a back flow preventer because it is gravity feed system. They were inspected by my office and accepted. C. Concrete block wall: CMU walls were installed per structural plans and specifications. Water- proofing membrane was applied to the CMU wall to counteract water leakage during a flood. The CMU walls were inspected and accepted by my office. D. Flood panels: The flood panels were custom fabricated for each door location and numbered. Each panel is 1/4" thick aluminum with neoprene gaskets, designed to resist the passage of water and withstand the lateral loads during a flood. The panel system is anchored to each door opening wall with three (3) 5/8" threaded bolts. The panels are stored above the office area. The flood panels have been inspected by my office and are accepted. Please see attached executed Flood Proofing Certification letter. END BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOS @BELLSOUTH.NET 502 1st Street, Tybee Island, GA —Field Report January 24, 2011 Applying the flood - proofing system to the entire masonry wall. Applying the flood - proofing system to the entire masonry wall 502 ft Street, Tybee Island, GA —Field Report January 24, 2011 All electrical above flood elevation(see letter and additional pictures) and mechanicals (package units) on roof top All electrical above flood elevation(see letter and additional pictures) 502 1st Street, Tybee Island, GA —Field Report January 24, 2011 No equipment is below the flood elevation. Wires are going underground to subpanels. No equipment is below the flood elevation. Wires are going underground to subpanels. 502 1st Street, Tybee Island, GA —Field Report January 24, 2011 Flood proof panels final fitting Flood panels bolted and secure in place 502 1st Street, Tybee Island, GA —Field Report January 24, 2011 Neoprene gasket water tight against door frame 502 ft Street, Tybee Island, GA —Field Report Neoprene gasket water tight against door frame. January 24, 2011 All flood proof door dams secure and in place and labeled accordingly All flood proof door dams secure and in place and labeled accordingly C$HURO ELECTRICAL CONTRACTING January 31, 2011 Re. 502. 15t street Tybee Island Inspections This letter is to inform Tybee Island Inspections Department that the trough below the disconnects contains no terminations or electrical equipment. It is used solely as a raceway for the subfeed conductors. Sincerely, Shaun Thurmon Assistant Project Manager C.S. Hurd Electrical Contracting C. olo C.S. Hurd Electrical Contracting, Inc. P.O. Box 1626 Richmond Hill, Georgia 31324 • Tel: 912-756-5881 Fax: 912-756-5882 !41ETiMEi77t dl I' E -mail: info @cshurd.com, Web: http: / /www.cshurd.net 502 1st Street - Village Plaza LLC -Flood Operation Plan /Standard Operating Procedures 1. PURPOSE This document outlines the actions and responsibilities required to maintain and protect Village Plaza, LLC, located at 502 1st Street, from a flood. This flood operation plan includes requirements for the Emergency Action Plan, Annual Inspection and the Maintenance and Training Plan required to retain the Certificate of Occupancy for the building. 2. EMERGENCY ACTION PLAN The following steps are to be taken by the building owner, Village Plaza, LLC, during a flood. A Chain of Command 1. Responsibility: The primary responsibility for maintaining and carrying out the flood emergency plan shall lie with a Member of Village Plaza, LLC, William Navon. 2. Notification: The primary responsibility for notification of a flood event lies with the Executive Assistant of Village Plaza, LLC, Sue Greene. The Executive Assistant will monitor weather reporting agencies and be the main point of contract with emergency management officials. In the event that the Executive Assistant is unavailable, the responsibility will lie with the Member, William Navon. 3. Preventative Action: The primary responsibility for ensuring the preventative actions are put into place shall lie with the Managing Member, William Navon. He will coordinate the installation of all of the flood deterrent measures. In the event the primary contact is unavailable, Sue Greene will implement the preventative actions. 4. Maintenance Action: The primary responsibility for ensuring the maintenance action plan is maintained shall lie with the Managing Member, William Navon. He will coordinate annual installation drills, review and update contents and accuracy of the plan, review storage and general condition of the flood deterrent measures and review the overall performance in ensuring the safety of the building, its occupants and its content at least once per year. In the event that the Managing Member is unavailable, the responsibility falls upon Sue Greene, the Executive Assistant. Procedures 1. Monitoring and initial notification: Ongoing monitoring for potential flood events will be the responsibility of the Executive Assistant. The owner will subscribe to a weather alert service that issues automated warnings of potential flood events on a 24/7 basis. Responsibility for maintaining and monitoring the weather alert system will fall to the Executive Assistant. A flood will be considered as pending when an official "watch" or "warning" is issued by the National Weather Service for any of the following: a. Flood b. Tropical Storm /Gale c. Hurricane 2. Procedures: The following procedures shall be followed during a pending flood event: a. Notification: When a potential flood event is publicly announced, the Administrative Assistant will notify the Managing Partner and the Maintenance Manager and at least one additional partner in the ownership group. b. Decision: The Managing Partner will assess the potential impact and timing of the flooding threat. Based on a consensus of the available other responsible parties, he will determine if implementation of the flood measures is necessary. c. Implementation: If implementation is mandated, the Managing Partner will call the Maintenance Manager or his assign to install the flood deterrent measures. d. Evacuation: Simultaneously, the Managing Partner will contact the building tenant to coordinate the evacuation of staff from the facility. The Tenant will contact Managing Partner upon completion of the evacuation. e. Confirmation: Upon completion of the implementation of the flood deterrent measures and the evacuation of the facility, the Managing Partner will contact the other members of the ownership group and the Tybee Island Community Development Dept.. f. Response Time: The Managing Partner will consider the response time required to implement the flood prevention measures in determining the implementation. 3. Restoration of Standard Activities: Once a "watch" or "warning" has been lifted by the National Weather Service, the Managing Partner will reconvene the available members of the ownership group to confirm the restoration of normal activities. Pending consensus of the ownership group, the Managing Partner will notify the Tenant that they can return to the facility and restart operations. The Managing Partner will also instruct his staff and the Maintenance Manager to remove the flood deterrent measures and return them to their proper storage. 3. ACTIVE FLOOD DETERRENT MEASURES The following outlines the physical flood deterrent measures that require installation of or action by the Owner's staff to put in place. These measures must be implemented in an emergency situation at the building. The flood deterrent measures have been set in place to create Class I flood resistance throughout the building. 1. Doors: There are three exterior doors that require flood - proofing measures. The doors are the three storefront doors on the front of the building. a. Aluminum Plates: There are three custom fabricated aluminum plates fabricated to fit over each door opening. Each plate is permanently marked to indicate which door they fit and which way the plate faces (up, down, right, left). Each plate was fabricated from aluminum and weighs approximately 50 pounds. Each will require one person to set into place. These plates are placed above the office area. b. Seals: Each plate is fitted with a % "neoprene seal. The seal is permanently attached to each plate. c. Bolts: Each plate will require six (6) 5/8" thick bolts to install, three on each side. All bolts /brackets shall be left connected to building. 2. Plumbing System: a. Domestic Water System: There is a main shut -off valve located to the right side (west) of the building. The valve should be closed to the off position and locked during a flood event. 3. Electrical and Mechanical systems: All electrical and mechanical systems are above flood plain elevation (see pictures and letter in field report) 4. PASSIVE FLOOD DETERRENT MEASURES The following outlines physical flood deterrent measures that have been permanently set in place. While these require no action by the owner's staff during a potential flood event, they will require periodic maintenance and inspection to ensure their ongoing stability and functionality. 1. Architectural: a. Waterproofing: All masonry walls have been coated with a waterproofing system from 12" below ground level to the top of the masonry wall. This system was applied up to 6" above the flood elevation. The waterproofing surface is concealed by the exterior stucco. b. Doors: Please see above door system. 2. Structural: a. Slab: The drawing required an 18" thick concrete slab with rebar (see drawings) to counteract the uplift forces during a flood. b. Concrete block walls: The exterior walls are 8" thick and have additional reinforcing to resist the lateral pressure of a flood. The entire block wall is filled solid. 3. Plumbing Systems: All fittings in the flood - proofed rooms are equipped with water -tight collars to prevent water infiltration and seepage. The main water line is outfitted with a backflow preventer. 4. Mechanical and Electrical systems: All mechanicals are above flood elevation (see field report letter and pictures). 5. DUTIES Two members of the on -call maintenance staff will execute the following activities upon notification from the Manager: 1. Door Protection a. Go to area above office and locate necessary materials b. Locate the 3 door panels c. Set door panels with corresponding door in proper orientation d. Verify neoprene seals are in place e. Install door panels 2. Water Shutdown a. Verify all water valves are in the off position b. Locate the main shut -off valve on the right side (west) of building and shut off 3. Mechanical and Electrical Shutdown a. Turn off all Mechanical equipment b. Set main disconnect in main power panel to OFF 6. ANNUAL INSPECTION, MAINTENANCE AND TRAINING PLAN The manager partner or assign will require an annual inspection, maintenance and training as follows: 1. Inspection and Maintenance: The owner recognizes that there shall be an annual routine inspection that these measures remain viable. The following is an inspection schedule for the flood deterrents. The reports should be filled out annually with the managing partner and filed at their home office. Every five years, the report, accompanied by the report of a registered structural engineer and the staff reports from the previous years, will be filed with a summary cover letter to the Tybee Island Community Development Dept., noting the condition and maintenance of the flood - proofing systems as outlined below. a. Doors protection i. Aluminum Plates: Annually inspect to verify that all panels are properly stored. Staff will annually install the panels in accordance with the procedures listed above. Every five years, a registered structural engineer should also inspect and report on the observed condition of the door protection system. ii. Seals: Annually inspect all seals to ensure that seals remain resilient and watertight. Inspections should note any cracks or defects in the gaskets. iii. Bolts: Verify all bolts are present for all doors and properly stored. b. Waterproofing: On an annual basis, the owner will water down the stucco portion of the CMU wall and notice any water intrusion into the building. Inspections should note any cracking, damage areas or loss adhesion. Every five years, a structural engineer should also inspect and report on the observed condition of the waterproofing. c. Interior Finishes: Annually review the interior finishes in the building to determine if there are any defects or failures in the integrity of the surface. Inspections should note surface cracking, loss of adhesion and other potential failure indicators. d. Slab and Concrete Masonry Walls: Staff should provide an annual review and report any surface cracks, settling, depressions or heave in the concrete slab and masonry walls. Every five years a structural engineer should also inspect and report on the observed condition of the slab and masonry walls. e. Plumbing Systems i. Domestic Water System: Annually verify that all valves are in working condition. Any defects should be corrected immediately. ii. Fittings: Verify annually by use of a pressure test that all fittings remain watertight to a pressure of 40 psi. Any defects should be corrected immediately. f. Mechanical and Electrical Systems: Annually verify disconnects and other equipment is operational and provide safe shut down of all electrical and mechanical systems to the facility. 7. TRAINING On an annual basis, the Managing Partner or assign will conduct a training session for all employees assigned to implement the flood - proofing measures. Tybee Island Community Development Dept. will be notified at least one week in advance of the training session. The session should include the following: a. Review of potential dangers and hazards associated with occupying a building located within a floodplain. b. Review of the physical flood - proofing measures required to secure the structure. Review the components and processes required to install the active flood - proofing measures as well as an overview of the inactive measures already put in place. c. Review of the evacuation plan for staff associated with the facility. This should also include a review and confirmation of the alternate relocation sites and alternate travel routes. d. Review annual and five -year inspection and maintenance reports. e. Response Time: On an annual basis, the Managing Partner will document and forward for review by the governing authorities the response times to implement the flood prevention measures. The response times will include travel time to and from installers' homes and time to notify that the measures have been put in place. Annual drills will be held to certify and update the response time. 8. SURVIVORSHIP The requirements and conditions of this document will be recorded by reference as part of the title to the property and shall run with the land to all future owners and tenants. Any changes or modifications to this document require the review and consent of the Tybee Island Community Development Dept.. END CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEE DATE ISSUED: 02/07/2011 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION ENGINEERING FEE NEW COMMERCIAL BUILDING 502 FIRST ST VILLAGE PLAZA LLC PO BOX 2812 TYBEE ISLAND GA 31328 ROCKBY INC 2700 GREGORY ST STE 130 SAVANNAH GA 31404 5264 P $15,739.00 $300,000.00 PERMIT #: 100490 TOTAL BALANCE DUE: $ 350.00 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. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 d avise nu i nc(a, be l lso uth. net INVOICE Feberuary 4, 2011 Invoice #21002403 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: The Village commercial on south side of HWY 80 btwn. Miller & 5th 210046 Oct 21 to mid Dec. 01 -31 -11 02 -01 -11 02 -02 -11 02 -03 -11 02 -04 -11 n.c. several hours DOT related coordination 0.5 hours asbuilt review 0.5 hours site inspection and coordination on changes 0.5 hours site inspection and coordination on changes n.c. site inspection and coordination on changes 0.5 hours site inspection and status email report to City 2.0 hours @ $175 /hour = $350 Total Due t H 2.1 s- o Z -07- • 0.dcke,d y- 3131''10 -o4Q�. . -4-o P BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -- 6932 LAHBOS @BELLSO UTH, NET February 1, 2011 Diane Otto Planning and Zoning Tybee Island, Georgia Re: The Village 502 First Street Tybee Island, Georgia Diane, 7, NM ER 0 1 2011 gy BY: dk.o At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897 -6932, fax to 897 -2287 or e -mail to lahbos @b ell south. net. Sincerely, Mark Boswell Permit No. City of iee Island • Community Develol. .ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Owner's Name Gen. Contractor Contact Information Project Address Scope of Work ►V \\ Roo Emma INTERNATIONAL CODE COUNCIL` MEMBER Date Requested Date Needed Subcontractor Inspector ice, , Date of Inspection rr. Inspection ] A vit Pass >' Fail I I Fee yn . Inspection Pass 0 Fail ❑ Fee �7 tr • e_ r,�'. I- �,,,'j' Inspection Pass El Fail [] Fee Inspection Pass ❑ Fail ❑ Fee Vance C. Smith, Jr. Commissioner Mr. Paul Theron 43 Angel Oaks Dr. Savannah, GA 31410 February 8, 2011 DEPARTMENT OF TRANSPORTATION One Georgia Center, 600 West Peachtree Street, NW Atlanta, Georgia 30308 Telephone: (404) 631 -1000 D 7-11-1747VMR FEB 1 0 201 BY: Dear Applicant: RE: Permit Number 11- 2010 -015 -051: Chatham County: State Route 26: M.P. 35.1 A final inspection has been made of the work you accomplished under the above noted permit. The inspection revealed that all work was completed in a satisfactory manner and you are hereby released from your Permit. You are also released from any performance bond (letter of credit or escrow) related to this permit and, by copy of this letter, may so notify your bank or bonding company. Thank you for your interest in these matters. If any additional information is needed, please contact Korey K. Murray of this office at (912) 427 -5765, 204 North Highway 301, Jesup, Ga. 31546. Yours very truly, FOR: Anthony (Tony) J. Collins District Engineer "VIA r— BY: Robert T. McCall District Traffic Engineer RTM: KKM COPY: Ms. Kathy Zahul, P.E., State Traffic Engineer - TMC Attention: Ms. Daphne Cautela, W / Attachment Mr. Troy Pittman, P.E., Area Engineer, Savannah Attention: Mr. John Kent, Permit Inspector REQUEST FOR PERMIT RELEASE AND /OR CANCELLATION Permit No. 11 -2010 -015 -051 Applicant Name: Paul Theron State Route: 26 Milepost: 35.10 County: Chatham lir (m75777771)) FEB 1 0 ?i11 i BY: Attached for your information and /or further handling are the following: n Escrow Account /Letter of Credit Amount: $20,000.00 n Performance Bond Amount: n Blanket Performance Bond Copy Amount: ❑ Right -of -Way Deed n Indemnity Agreement n Drainage or Slope Easement n As Built Drawings RELEASE WORK ACCEPTABLE CANCEL (Select All That Apply) 11 Work Complete ❑ No Work Done n Permit Not Picked Up I I Completed on 'DOT Project If significant corrective measures were needed to bring permit into compliance upon final inspection, give brief description: Final Inspection Date: 02-02-2011 Signature: Signature�� _ —. `' -.► (Ar; a Permit Inspector) Signature: ea Engineer) Signature: (District Access Management Supervisor) REMARKS: Vance C. Smith, Jr. Commissioner Paul Theron 43 Angel Oaks Drive Savannah, Georgia 31410 OF 4, *at •,... " TR .• 4 Ny.A e f ��► 4 DEPARTMENT OF TRANSPORTATION ,5 ff j One Georgia Center, 600 West Peachtree Street, NW Atlanta, Georgia 30308 Telephone: (404) 631 -1000 December 6, 2010 RECEIVED dk� Re: Commercial Driveway Permit Number: 11- 2010 -015 -051; State Route 26; Mile Post 35.1; Chatham County Dear Applicant: Your permit application to perform specified work within the right of way limits of the above referenced State Highway has been duly executed on behalf of the Department of Transportation. However, construction work as approved by the permit must begin within 90 days of this approval letter or the permit will be void. Your permit copy has been forwarded to John Kent, Area Permit Inspector. His address is 630 Boundary Street, Savannah, Georgia 31402. His phone number is 912- 651 -2144. It will be necessary for you or your representative to contact the Area Permit Inspector to claim your permit copy and identification sign, discuss the beginning of construction date, and methods of complying with permit requirements. He will set the time that he can furnish personnel for the required supervision of your work. Please contact him at least 24 hours in advance of your planned construction beginning time. It is suggested that you contact him by telephone before any personal visits. Your approved permit and a copy of the approved plans are required to be kept on the construction site at all times during construction. Paul Theron Page 2 December 6, 2010 With this approval, as the applicant, you agree to make any utility relocation or adjustments deemed necessary by the Area Permit Inspector, and abide by any special requirements listed below. All work to be completed within the D.O.T. right-of-way must adhere to the current 2001 Edition of the Georgia Standards and Specifications Book. No future drives allowed. Special Requirements are as follows: Work to consist of the Removal of two (2) existing commercial drives and installation of one (1) full access commercial drive with no right turn deceleration lane due to the low volume of turning movements associated with this site. Design for this drive shall be 24' in width with a minimum of 35' radii. Also to be installed is GDOT Standard 5' sidewalk with associated ADA Ramps. No future drives shall be allowed at this site due to the limited amount of frontage and the minimum spacing requirements as set forth in the Driveway and Encroachment Manual cannot be met or exceeded at this location. Please notify the Area Permit Inspector upon completion of work under this permit so that a final inspection may be conducted. Upon approval of completed work, you will be released from the Irrevocable Letter of Credit. You should request said inspection only after you feel that all work has been completed in compliance with all requirements and a satisfactory stand of grass has been obtained. cc: Sincerely For: Glenn W. Durrence, P.E. District Engineer By: Robert T. McCall District Traffic Engineer Kathy Zahul, State Traffic Engineer Attention: Daphne Cautela, State Access Management Supervisor John Kent, Area Permit Inspector Dianne Otto From: Dianne Otto Sent: Thursday, December 23, 2010 9:38 AM To: 'Matt Byrd' Cc: 'Downer Davis'; Jonathan Lynn; Joe Wilson Subject: FW: Paul Theron Attachments: Permit Approval Letter on Effective Letterhead.doc Matt, Please provide a signed copy of the DOT permit approval letter to the City of Tybee Island. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 Original Message From: dkdbus @gmail.com [mailto:dkdbus @gmail.com] Sent: Wednesday, November 24, 2010 10:25 AM To: Dianne Otto Subject: Fw: Paul Theron Sent on the Sprint® Now Network from my BlackBerry® Original Message From: "Murray, Korey" <murrayko @dot.ga.gov> Date: Wed, 24 Nov 2010 09:22:48 To: matt@ rockbyinc .com <matt @rockbvinc.com> Subject: Paul Theron Matt, Please find attached an unsigned copy of the permit approval letter for Paul Theron as we discussed yesterday. There is not a supervisor here that could sign the letter for me. Hopefully this will help. Please keep in mind that this does not give you authority to begin work within Departmental R/W as of this time. The permit package has to be in the hands of John Kent and preconstruction conference has to be held before work can begin on our R /W. Thanks. Korey Murray District Access Management Engineer District 5 Jesup Office Phone: 912- 427 -5765 Cell: 912- 424 -9156 Vance C. Smith, Jr. Commissioner Paul Theron 43 Angel Oaks Drive Savannah, Georgia 31410 August 25, 2010 DEPARTMENT OF TRANSPORTATION One Georgia Center, 600 West Peachtree Street, NW Atlanta, Georgia 30308 Telephone: (404) 631 -1000 Re: Commercial Driveway Permit Number: 11- 2010 - 015 -051; State Route 26; Mile Post 35.1; Chatham County Dear Applicant: Your permit application to perform specified work within the right of way limits of the above referenced State Highway has been duly executed on behalf of the Depai tinent of Transportation. However, construction work as approved by the permit must begin within 90 days of this approval letter or the permit will be void. Your permit copy has been forwarded to John Kent, Area Permit Inspector. His address is 630 Boundary Street, Savannah, Georgia 31402. His phone number is 912 -651 -2144. It will be necessary for you or your representative to contact the Area Permit Inspector to claim your permit copy and identification sign, discuss the beginning of construction date, and methods of complying with permit requirements. He will set the time that he can furnish personnel for the required supervision of your work. Please contact him at least 24 hours in advance of your planned construction beginning time. It is suggested that you contact him by telephone before any personal visits. Your approved permit and a copy of the approved plans are required to be kept on the construction site at all times during construction. Paul Theron Page 2 November 22, 2010 With this approval, as the applicant, you agree to make any utility relocation or adjustments deemed necessary by the Area Permit Inspector, and abide by any special requirements listed below. All work to be completed within the D.O.T. right -of -way must adhere to the current 2001 Edition of the Georgia Standards and Specifications Book. No future drives allowed. Special Requirements are as follows: Removal of two (2) existing commercial drives and install one (1) full access commercial drive with no right turn deceleration lane due to the low volume of turning movements associated with this site. Design for this drive shall be 24' in width with a minimum of 35' radii. Also to be installed is GDOT Standard 5' sidewalk with associated ADA Ramps. No future drives shall be allowed at this site due to the limited amount of frontage and the minimum spacing requirements as set forth in the Driveway and Encroachment Manual cannot be met or exceeded at this location. All work completed within GDOT R/W shall adhere to the current 2001 Edition of The Georgia Standards and Specifications Book. Please notify the Area Permit Inspector upon completion of work under this permit so that a final inspection may be conducted. Upon approval of completed work, you will be released from the Irrevocable Letter of Credit. You should request said inspection only after you feel that all work has been completed in compliance with all requirements and a satisfactory stand of grass has been obtained. cc: Sincerely For: Anthony (Tony) J. Collins District Engineer By: Robert T. McCall District Traffic Engineer Kathy Zahul, State Traffic Engineer Attention: Daphne Cautela, State Access Management Supervisor John Kent, Area Permit Inspector Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Wednesday, October 20, 2010 9:39 AM To: Dianne Otto Cc: Jonathan Lynn; lahbos @bellsouth.net Subject: Fwd: FW: village - dot revisions Attachments: village- staking- C3.PDF Diane, I'll be stopping by the office around 9:45 or loam to sign off on a print. I will have conditions of my concurrence. The plan detail at the location of the ramps is not consistent with code. Mark does not reference a DOT or Tybee detail. Using the detail of the plan the feathering or 1:4 slope is not provided. I will make the appropriate notations on the plan. Mark may want to resubmit with reference to DOT detail gdea3.tif Labeled a -3 found at http://tomcat2.dot.state.ga.us/stds_dtls/edtls.jsp?Preview—no I believe the drafting of the intersection in the upper left, the upper left street corner shows the proper drafting, but as this is in the DOT ROW, their decision rules. After my concurrence later this morning, I recommend Tybee notify the DOT their approval is the only outstanding permit requirement. Downer Forwarded message From: Dianne Otto <Dotto@cityoftybee.org> Date: Wed, Oct 13, 2010 at 3:44 PM Subject: FW: village - dot revisions To: "(murrayko @dot.ga.gov)" <murrayko @dot. ga.gov> Cc: Downer Davis <dkdbus @gmail.com >, Mark Boswell <lahbos @bellsouth.net >, Jonathan Lynn <j lynn @ cityo ftyb ee. org> I am forwarding this as requested by Mark Boswell. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Mark Boswell [mailto:lahbos @bellsouth.net] Sent: Wednesday, October 13, 2010 2:47 PM To: Dianne Otto Subject: village - dot revisions I o -2S- l o ema: led 4-0 B oSwell 1 CITY OF TYBEE ISLAND idj I''f' gar I'i' `BtE IS IV RED: 00261508 11M/2011 2 :1 c000rldi OPER: Dii t; :3 -10 BUILDING PERMIT ENGINEERING REVIEW PIEE DATE ISSUED: 10/27/2010 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP INFRASTRUCTURE 502 FIRST ST RONNY NAVON P 0 BOX 2812 TYBEE ISLAND GA 31328 786 -0321 ROCKBY INC 2700 GREGORY ST STE 130 SAVANNAH GA 31404 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $1,041.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $78,000.00 ENGINEERING REVIEW FEE - INVOICE #21002402 PERMIT #: 100451 TENDERED: APPLIED: 7 0 0 CHANGE: TOTAL BALANCE DUE: $ 175.00 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: r�al�Q� 10- 2-7 -(6 rn2jed 12-23-10 P.O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 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 October 20, 2010 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 Invoice #21002402 RE: The Village commercial on south side of HWY 80 btwn. Miller & 5th 210046 09- to 10- -10 10 -20 -10 0.5 hours emails and coord. w'DOT 0.5 hours review and concurrence of revised DOT ROW sidewalks 1.0 hours @ $175 /hour = $175 Total Due H -I27'7 (O-2-7.10 . act ckci -13P . TO AP Backtlow Prevention Asse bly Test / Maintenance / Repair 1 eport Nome of fisioter3 }`rr IIIb TybRe 1lIIIlegrj licrvIce AddmlF, ittl SI. and Millar Ave, LutallmitiVeYIsit Wo t skin of bulkllntl RECEIVED 01.3(- t 1 P }t 1.trre; hum h� i:nnluct; aLedlne _i. II1i ludjuggisaittl.111111141 Witt 'roe 7allll#Itll1'Iluvl' RPZ Conbracu ' I RP4O tn�tlrilaIIoIt l t'rr 1�urr Varuwu flN L r 1 I 1 )Ircnnrrl n► 14 vils 'rrl IRlrmdrr I I Did ?1sn t>prn I Sd:Indn..lury ligtUllUstUrrlarriled 115.. I'i,1i rk (.1ur1•t .tX4u+1 *,! 11ti; 4001 'Till l'rrful mt4tJ!;t. 11PPA1 011137 0, f.1).11: ('rr/_Nit,_ 1„ Iter loy, vvrtify dial Ilan' "'bow 111111► I'i Iirri I'I 10 In the b►oii of my kIwwlksla find rt'ilkrl nud Ittainh'It11111'lt of tH it i11'inhIY Print N►tnta: Pihrick Burke -1 r,•• « i the p1+111c3' 01144ra1km ..‹ , .1- , City of )ee Island • Community Develo Bnt Dept. Inspection Report 1 Wilk lita 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERNATIONAL rip Os Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL i MEMBER Permit No 16 - 04-00 Date Requested IL /ii Owner's Name AA Iiicvier._. -0 A --zA Date Needed 1719 / I i Gen. Contractor VC( -f /13 -);\-\---4- Subcontractor 77_ Contact Information 1V144 (41(4 - e-',;Cz., uor) 14. d 33-) Li 3-7 Project Address 3-02. 17:117.-1- -5-1zeE+ Scope of Work NI _.1.■-) (-OW)/ ii- 14-/ Inspector Inspection - Date of Inspection Inspection (,)/) Qf2i 41-96,F, z-R9 ii Inspection 0/1 1as11:[21 n Fee Pass Pass -17c)) Fee Fee Inspection JH Pass A Fee C.$.HUK a D ELECTRICAL CONTRACTING January 26, 2011 Sae. Re: Tybee Island Inspections RECEIVED 81Zb -( This letter is to inform Tybee Island Inspections Department that CS Hurd Electrical Contracting has inspected all of the rooftop air conditioning on the property. The rooftop units require an 80 amp circuit. We have and 80 amp breaker installed in each panel to serve those units. Sincerely, Shaun Thurmon Assistant Project Manager C.S. Hurd Electrical Contracting C.S. Hurd Electrical Contracting, Inc. P.O. Box 1626 Richmond Hill. Georgia 31324 Tel: 912- 756 -5881 Fax: 912 -756 -5882 E -mail. info @cshurd.com, Web: http. / /www.cshurd.net Miami -Dade County - Building Code Compliance Office - Product Cor` Search Page 1 of 2 \/i 1)1 " MIAMI-DADE . . Building Code Compliance Office Product Information Product Information for N.O.A. 02- 0304.03 NOA 02- 0304.03 File Classification High velocity hurricane zone Category Cladding Subcategory Storefronts Material Aluminum Applicant Arch Aluminum & Glass Company Status File Expired Expiration_Date April /4/2007 Impact_Rate [ None ] Maximum _Design_Pressure_Positive 65 Maximum _Design_Pressure_Negative 65 Description Series IGS 450 EZ Aluminum Storefront System (w /1 "Insulated Glass) ¢ G1ST�C O No. 28372 PROFESSIONAL I- 24 -11 tOINEs¢ mit ` BO 04.03 &BasicS... 1/24/2011 MI AM I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Arch Aluminum & Glass Company 10200 N. W. 67th Street Tamarac, FL 33321 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (Al-UJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series IGS 450 EZ Aluminum Storefront System APPROVAL DOCUMENT: Drawing No. IGS450 -NOA, dated 11/24/98, with revision #1 dated 05/11/00, titled "IGS450EZ Flush Glaze 1" Insulated Glass ", sheets 1 through 4, prepared by manufacturer, signed and scaled by William D. Cook, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00- 0526.01 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 0304.03 Expiration Date: April 4, 2007 Approval Date: April 4, 2002 Page 1 - rr - 60V I) L. E'AX SP,i F li o MAX -- 2 3/4 GC --- -- 2 3/4" OC L_ SFE NOTE -13„ -1:i" -1 i 13"- 5 134q " FRAME WIDTH 6O1;e' 0.j. MAX. - - ;81t OLD MAX. ',ET NOTE 3 SET NOTI- 3 - 2 3/4' ---2 3/4" OC SEE NOTE 3 SEE NOTE 3 H 3fi„ - -I3 "- -33" 601 .i" D.C. MAX 58R" DEC MAX SEE NOTE 3 --2 3/4" OC 2 3/4" OC --- SEAM SEAL JOINTS SCHNEE MOREHEAD SEALANT SEE NOTE 3 F �rFl FRONT ELEVATION 1 1 ) SCALE: 1/2" 1' I I ERAWING N0. SHEET ■(;S450 - NOA 1 i'i 4 L f --13"-- In CO) /n a w 4- NOTES: 1) DESIGN PRESS. RATING = E65PSF / -65PSF 2) 1I;INSUUTED QLASS 1/4" TEMPERED 1/2" AIR SPACE 1/4" TEMPERED 3) ADDITIONAL ANCHORS SHOWN: TWO #14 ANCHORS ARE REQUIRED IOR WOOD SUBSTRATE AT EACH SIDE OF MULLIONS 2 3/4" 0.0 SPACING FROM MULLION; AS WELL A) ONE #14 ANCHOR IS ALSO REQUIRED NEAR JAMBS AT HEAD AND SILL CORNERS 2 3/4" O.C. SPACING 0 FROM CORNERS 4 IAM MI -DAD ROVED SHUTTERS ARE REQUIRED, ED, L FOR INSTALLATION OF THIS SYSTEM AT ANY LELEVATION. FRODUCT RENEWED ACCEPTANCE NO01 0 -03 AY T10NDATED Ali' '! 4If 'T CONTROL DIVISIO CODECOMPLLANCE DI': : :II . CIIOD'1'•NG WI /11 1 /11 :011111 11.21) I IIIIIL11Ril; GOUppT. • Jc Pnt,ij''Gy.1,� 2040 CUCC —&tj Cl all.:,^; •.'1 :1 ■:11CI Oa- OS26 .02 Aluminum & Glass Co., Inc. 10200 NOAIH4E51 h /IH sail 1AMARAC, FL 33321 800 -432 -8132 SIGNING ENGINEER NAME: WILLIAM D. COOK P.E. DISCIPLINE: STRUCTURAL ENG. REGISTRATION NO.: 43904 ADDRESS: A.L BROMLEY P.E. INC. 2004 NE 49TH STREET FT. LAUDERDALE, ft URAWU " Rt'itON. IGS450EZ FLUSH GLAZE INSULATED GLASS REPORT #i REPORT 12 LAB #2082 LAB #2115 FILE #98 -105 FILE #98 -105 DRAWN 130: ANC REVISION DRAWING NO 100400 NOA OATF: 11/24/98 DATE 05 111120 SIICF7 NO - - -- 1 OF 4 NI SHIM A'CC RI_Q'n ([YP ) 1 ii I. M XIMUULfl-. -"I r- -! - Il'' �, SLAT ANT 'd1••'.'. Hlll ,,, 1 (IYI' ) r I• 7) 4" PIECE l A. ANCHOR POIN I \ 1" INSULATED GLASS ( ) 1 FRAME HEAD DETAIL 2 SCALE' 1/2•• -- 1" 631 EA. SCREW `;PL r.'JE TYl' TYP. © E.A. SCREW SPLINE 1" INSULATED GLASS TY P. Cam? FA. SCREW SPLINE 1" M MUfd- 4 4" PIECE n CA. ANCHOR POINT CEAL AN f D KWI4C 10. EE1 Nn 2' 450 - -NOA 2 01 NOTE' 1) SEE PAGE 4- FOR TYPICAL FASTENER SCHEDULE. INTERM. HORIZ.. DETAIL SCALE: 1/2" = 1" FRAME SILL DETAIL SCALE: 1/2" = 1" PRODUCT RENEWED ACCEPTANCE NO i .- Q 1.03 EXPIRATION DATE 09 By CONIROLDIVISIO 13LR I'•G CODE COMPLIANCE +r'YCIt. 17111+ El Wn I), HLOII DING COOL r; l� .'.i ltiud:n. _ 1.000 Pi �L CC1 N •" N'. ""lON (CJ 1' "'10:0 'SILL fX1- 06-2•oi Aluminum & Glass Co., Inc. 1020D NORTHWEST lilA STRICT TAMARAC, IL 3,171 R0O- 437 -81i7 SIGNING ENGINEER NAME: WILLIAM D COOK PE rnsCIPUNE: STRUCTURAL. ENS. REGISTRATION NO: 43904 ADDRESS: /\0N A.L. BROMLEY P.E. INC. 2004 NE 49TH STREET FT. LAUDERDALE. FL. ORAWIHG DESCRIP DON: IGS450EZ s■.. D! FLUSH GLAZE " INSULATED GLASS REPORT #1 REPORT #2 LAB #2082 LAB #2115 FR I_ #98 -105 FILE #98 -105 DRAWN NY ANC REVISION DRAWING NO IG` 450- NOA DATE: 11/24/913 DATE o5L11 ZOO SIIEET N11 2 or _4_' ',I IM (El 01111.1 II I 17 I AE,11-NliR iniut ON I 'AI ,r 4 1" MAXIMUM IYP 0 AN, / 2 ) 4" PIECE. /— ANC, Ini; 1 INSUI AIM / GLASS (7°_ -- ) \\ Y')I-) / SLALANT - 4" PIECE © EA. ANCHOR POINT TYP. RIGHT 11rV ,, """ 4,3" 1_=7":_7--=-H.:77 rr TYP, - I) 0 2" D.L.O. FRAME WIDTH i_OFT s tuinLTA,1 D4'AWINC, [SI IOU NO _ ,54504,10A 3 Of 4 R 2" D.L.O. 2" -- RIGHTZIMr" PRODUCT RENEWED ACCEPTANCE No 2- -0304 0 5 EXPIRATION DAT By P DUCT CONTROL D LL7 •ci DE COMP '2,HIM A', REOURE I) SU. FASTENLR -• SCIIEDULI ON PAGE- ,1 t•., . 0111111 4101 113 ,NIU)ING 11111 4-I' 74•14 1 , "'IDA'. Aluminum & Glass Co., Inc. 102.00 NORIIIW ST 1,701 311101.1 TAMARAC. FL 31321 000 -417 -813? ----- SIGNING ENGINEER NAME. WILLIAM D. COOK P.L. DISCIPLINE: STRUCTURAL ENC. REGISTRATION NO.: 43904 AD DLR. E s BROMLEY P.E. INC. 2004 NE 49TH STREET TT LAUDERDALE, FL RA5W00,..ESCRIPTION- D1GS4W 0 [7 FLUSH GLAZE 1' INSULATED GLASS REPORT #1 REPORT #2 LAB #2082 LAB #2115 FILE #98- 105 FILE 198-105 DRAWN TV( DATE: ANC 11/24/98 REVISIoN DATE 05/1 1/00 DRAWING NO 105450 NOA Siff ET NO 3 OF 4 ' PART OR ED IDLETIFYIRG NO. 40809 4006 3 40748 4 40850 5 40849 6 38693 0 -63 8 5 -11 L 9 40893 19 42407 NOMENCLATURE OR DESCRIPTION OPEN PACK HEADER /JAMB II AI FILLER INSERT; 4" LONG PARTS LIST MANUFACTURER NAME ARCH Al UMINUM & GLASS CO. ARCH ALUMINUM & GLASS CO. GLASS STOP INTERMEDIATE HORIZONTAL OPEN BACK SILL 1" GLAZING SETTING BLOCK - 1/4" X 1" X 2" GLAZING GASKET //10 X 1 3/4" PHSMS OPEN BACK HEADER /JAMB INSERT FOR OPEN BACK 1" GLAZING POCKET ARCH ALUMINUM & GLASS CO. ARCH ALUMINUM & GLASS CO. ARCH ALUMINUM & GLASS CO. UNIVERSAL RUBBER CO. UNIVERSAL RUBBER CO. ARCH ALUMINUM & GLASS CO. ARCH ALUMINUM & GLASS CO. ARCH ALUMINUM & GLASS CO. MATERIAL SPECIFICATION 606.1- -15 6063 -ID 6063 - -ID 6063- I5 606,5-T5 EPDM EPDM 70 ±5 CAD PLATED STEEL 6063 -15 6063 -15 FASTENER SCHEDULE INTO WOOD. //14 X 2 3/4" FIAT IiEAD WOOD SCREWS MIN. EMBED 1 1/7 ". (2) ANCHOR? RECUIRFD OF JAMB END AND EACH SIDE OF MULLION, ONE AT 2 3/4" O.C. AND ONE 3 3/8" O.C. FROM ENOS AND EACH SIDE OF MULLIONS, REMAINING SCREWS 10 13" DC. MAX 108 HEAP AND SILL ,IAMBS TO BE 0 4" FROM END AND 15" OC MAX. INTO MASONRY: 1/4 X 2 3/4" FLAT HEAD 1APCONS MIN, EMBED 1 1/2" (0 3 3/8" FROM ENDS AND EACH SIDE OF MULLIONS, REMAINING SCREWS 0 13" DC. MAX. FOR IiEAD AND SILL. JAMBS TO BE (0 4" FROM END AND 15" DC. MAX. IN 10 STEEL. 12 GA MIN.- / /14 X 2 1/2" SLLf DRILLING SHEET METAL SCREWS 10 3 3/8" FROM CNDS AND EACH SIDE OF MULLIONS, REMAINING SCREWS © 13" OC. MAX. FOR HEAD AND SILL. JAMBS 0 4" FROM END AND 15" 00 MAX. FRAYING NO. CS4SO -NOA SHEET No 4 OF 4 LLi PRODUCT RENEWED ACCEPTANCE N.02- 0304.03 E,"IRATION DATE O4 I By AI L. P• an CONTDOLDIVIS D)BLP• CODECOMPLIANC1I ' CE Ar CDT, ''C ATONE ill ':021x1 IJ 0171111 IIIIILHING CODE 4 JceL�.iGP.{ PI'ID OR L �:• •,171 I' 1r„ QO Aluminum & Glass Co., Inc. 10200 NORTHWEST 6710 NIRff1 TAMARAC, FL 33321 BOO -432 -0132 SIGNING ENGINEER NAVE: WILLIAM D. COOK P.E DISCIPLINE: STRUCTURAL ENG REGISTRATION NO.. 43904 ADDRESS: A.L. BROMLEY P.E. INC. 2004 NE 49TH STREET FT. LAUDERDALE, FL. RESCRIPRON: IGS450EZ FLUSH GLAZE 1" INSULATED GLASS REPORT #1 REPORT #2 LAO #2082 LAB #2115 FILE #98 -105 FILE #98 -105 DRAWN BY. ANC REVISION DATE. 11/24/98 DATE _05/11/00__ DRAWING NO 10S450 -NOA SWEET IA) 4 OF 4 ARCH® IGS 450 EZ Thermal FLUSH GLAZE STOREFRONT FRAMING & GLASS SYSTEM M IAMI DADS COUNTY APPROVED / NON — IMPACT GUIDE SPECIFICATIONS* DIVISION 08 — OPENINGS Section 08 43 13 Aluminum- Framed Storefronts Section 08 81 00 Glazing SPECIFIER NOTE: As a true Single- Source Supplier of architectural aluminum and glass products, Arch recommends combining Sections 08 43 13 and 08 81 00 for PROPRIETARY METHOD SPECIFICATION. The following Guide Specifications represent independent laboratory tests and Metro -Dade County, FL Product Notice of Acceptance for Arch's IGS -450 Thermal Flush Glaze Framing System as herein described. Approval certification is based on the "complete system" of aluminum and glass products described; as manufactured by Arch Aluminum & Glass Co., Inc. ensuring Single- Source responsibility. PART I — GENERAL 1.01 Summary A. Section includes: Arch Aluminum & Glass Co., Inc. Storefront System and includes perimeter trims, stools, accessories, shims & anchors, perimeter sealing of storefront assemblies, and glass. 1. System Type: IGS 450 EZ Thermal Flush Glaze Framing and Glass System a. 2" x 4W Thermal, Center Glazed, Screw Spline for 1" Glazing b. 1" Fully Tempered Insulating Glass Miami -Dade County, Florida Notice of Acceptance is: 02- 0304.03 This product is designed to comply with the requirements of the Florida Building Code (FBC). For locations where the pressure requirements do not exceed the Design Pressure Rating values indicated in the approved drawings, refer to the above referenced NOA drawings and charts for accepted configurations, limits, anchor requirements, and allowable door hardware. This product is not rated for Impact Resistance and requires a Miami -Dade approved hurricane protection system (shutters) for installation of this system at any elevation within the High - Velocity Hurricane Zones of the Florida Building Code. B. Related Sections: 1. 08 32 13 Sliding Aluminum- Framed Glass Doors 2. 08 42 13 Aluminum- Framed Entrances 3. 08 42 26 All -Glass Entrances 4. 08 44 13 Glazed Aluminum Curtain Walls 1.02 References (Industry Standards) A. American Society for Testing and Materials (ASTM) 1. ASTM E 283 Test Method for Rate of Air Leakage Through Exterior Windows, Curtain Wall, and Doors JUNE 2006 2. ASTM E 330 Test Method for Structural Performance of Exterior Windows, Curtain Wall, and Doors by Uniform Static Air Pressure Difference 3. ASTM E 331 Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference 4. ASTM C 1036 Standard Specification for Flat Glass 5. ASTM C 1048 Standard Specification for Heat - Treated Flat Glass — Kind HS, Kind FT Coated and Uncoated Glass B. American National Standards Institute (ANSI) 1. ANSI Z97.1 Standards for Glazing Materials used in Buildings — Safety Performance Specifications & Methods of Test C. Consumer Products Safety Commission (CPSC) 1. 16CFR 1201 Safety Standard for Architectural Glazing Materials D. Florida Building Code (FBC) 1. Miami -Dade County Building Code Compliance Office, Product Control Division a. Required Specification, Testing, and Certification for Product Control "Notice of Acceptance" as issued under the applicable rules and regulations governing the use of construction materials by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals of the Florida Building Code Authority. E. American Architectural Manufacturers Association (AAMA) 1. AAMA 611 Voluntary Specification for Anodized Architectural Aluminum 2. AAMA 2603 Voluntary Specification for Performance Requirements and Test procedures for Pigmented Organic Coatings on Aluminum Extrusions and Panels 3. AAMA 2604 Voluntary Specification for Performance Requirements and Test procedures for High - Performance Organic Coatings on Aluminum Extrusions and Panels 4. AAMA 2605 Voluntary Specification for Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels 1.03 System Description A. Storefront System Performance Requirements: 1. ASTM E 283, Air Infiltration: When tested in accordance with ASTM E 283 at a static pressure differential of 6.24 PSF, air infiltration rate shall not exceed 0.06 CFM /Ft2 of fixed area. 2. ASTM E 330, Uniform Load: When tested in accordance with ASTM E 330, at a static air design load of 20 PSF applied in positive and negative directions, there shall be no deflection in excess of L/175 of the span of any framing member. At a structural test load equal to 1.5 times of the specified design load, no glass breakage or permanent set in the framing members in excess of 0.2% of the clear span shall occur. 3. ASTM E 331, Water Resistance: When tested in accordance with ASTM E 331 at a static pressure differential of 10 PSF, there shall be no uncontrolled water penetration. Arch Aluminum & Glass Co.,lnc. Your True Single, .Source- 1 1.04 Submittals A. General: Prepare and submit specified submittals in accordance with "Division 1 General Requirements, Submittal Procedures" as therein defined and including but not limited to; product data and specifications, shop drawings, finish colors, samples, quality assurance documents, product certificates, and manufacturer's installation instructions. B. Quality Assurance / Control Submittals: 1. Test Reports: Submit certified test reports that indicate compliance with specified performance requirements. 1.05 Quality Assurance A. Qualifications: 1. Installer Qualifications: Installer experienced (as determined by contractor) to perform work of this section who has specialized in the installation of work similar to that required for this project and who is acceptable to the manufacturer. 2. Manufacturer Qualifications: a. Single- Source: Manufacturer capable of providing fully tested and certified Miami -Dade Product Control Approved ALUMINUM and GLASS products as a Single Source supplier. b. Manufacturer capable of providing field service representation during construction, approving acceptable installer, and approving application method. B. Pre - Installation Meetings: Conduct pre - installation meeting to verify project requirements, substrate conditions, manufacturer's installation instructions, and manufacturer's warranty requirements. 1.06 Delivery, Storage and Handling A. Comply with Section 01 60 00 Product Requirements. B. Ordering: Comply with manufacturer's ordering instructions and lead -time requirements to avoid construction delays. C. Delivery: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. Handle packages with care to avoid damaging contents. Do not drop packages from any height. D. Storage and Protection: Store materials off ground and protect from exposure to detrimental weather conditions, other construction trades and activities. Stack materials neatly and evenly and avoid crushing packages. 1.07 Warranty A. Project Warranty: Refer to "Division 1 General Requirements, Work Covered by Contract Documents" for project warranty conditions. B. Manufacturer's Limited Product Warranty: Submit, for Owner's acceptance, manufacturer's product warranty for Aluminum - Framed Storefront System as follows: 1. IGS -450 EZ Thermal Aluminum- Framed Storefront and Glass System shall be guaranteed against defects in materials or workmanship as defined by manufacturer's published Limited Warranty for a period of two (2) years from date of shipment. JUNE 2006 PART 2 - PRODUCTS 2.01 Manufacturers (Acceptable Manufacturers & Products) A. Manufacturer: Arch Aluminum & Glass Co., Inc. Address: 10200 N.W. 679' Street Tamarac, FL 33321 Contact: Telephone: (800) 432 -8132 Facsimile: (954) 724 -9637 Website: www.archaluminum.net B. Product: IGS -450 EZ Thermal Flush Glaze Framing and Glass System 1. 2" x 4%' Thermal, Center Glazed (1 "), Screw Spline 2. 1" Fully Tempered Insulating Glass C. Substitutions: 1. General: Refer to "Division 1 General Requirements, Work Covered by Contract Documents" for procedures and submission requirements. 2.02 Materials A. Aluminum - Framed Storefronts 1. Framing Sections shall conform to the Material Standards of ASTM B 221; 6063 - T5 Alloy & Temper 2. Framing Sections wall thickness designs shall provide structural strength sufficient to comply with specified performance requirements, including Heavy -duty Vertical Mullions (ref. approved NOA drawings). 3. Tolerances: References to tolerances for wall thicknesses and other cross - sectional dimensions of framing sections are nominal and shall comply with AA Aluminum Standards and Data. C. Glazing: 1" (nom.) Glass shall be Fully Tempered Insulating Glass as manufactured by Arch Aluminum & Glass Co., Inc. consisting of: Outboard Lite: 1/4" Fully Tempered Glass x Airspace: 1/2" x Inboard Lite: 1/4" Fully Tempered Glass Glass Composition: 1. OUTBOARD LITE: 1/4" Thickness, Fully Tempered conforming to ASTM C 1048 and fabricated from flat glass products defined as: A. _ Clear: ASTM C 1036 Sections 4.1.1, 4.1.1.1 (Type 1 - Transparent Glass, Flat, Class 1- Clear) B. _ Other: ASTM C 1036 Section 4.1.1.2 (Class 2 - Tinted, Heat Absorbing and Light Reducing) [Specifier Note: Amend Paragraph below to suit project requirements] 1. _ Solar light Transmittance 2. _ Visible light Transmittance 3. _ Solar Reflectance (Front Surface) 4. _ Solar Reflectance (Back Surface) 5. _ Visible Reflectance (Front Surface) 6. _ Visible Reflectance (Back Surface) 7. _ Shading coefficient (SC) 8. _ Solar Heat Gain Coefficient 9. _ UV screening, up to 380 nm 10. _ Specific gravity 11. _ Thermal conductivity (U value) 12. _ Coefficient of thermal expansion 13. _ Emissivity (Front Surface) 14. _ Emissivity (Back Surface) Arai Aluminum & Glass Oa „Inc. Your True Single Source 2. INBOARD LITE: 1/4" Thickness, Fully Tempered conforming to ASTM C 1048 and fabricated from flat glass products defined as: A. _ Clear: ASTM C 1036 Sections 4.1.1, 4.1.1.1 (Type 1 - Transparent Glass, Flat, Class 1- Clear) B. _ Other: ASTM C 1036 Section 4.1.1.2 (Class 2 - Tinted, Heat Absorbing and Light Reducing) [Specifier Note: Amend Paragraph below to suit project requirements] 1. _ Solar light Transmittance 2. _ Visible light Transmittance 3. _ Solar Reflectance (Front Surface) 4. _ Solar Reflectance (Back Surface) 5. _ Visible Reflectance (Front Surface) 6. _ Visible Reflectance (Back Surface) 7. _ Shading coefficient (SC) 8. _ Solar Heat Gain Coefficient 9. _ UV screening, up to 380 nm 10. _ Specific gravity 11. _ Thermal conductivity (U value) 12. _ Coefficient of thermal expansion 13. _ Emissivity (Front Surface) 14. _ Emissivity (Back Surface) 2.03 Accessories A. Fasteners: Exposed fasteners shall be aluminum, stainless steel, or plated steel. B. Perimeter anchors: Perimeter anchors shall be aluminum, stainless steel, or plated steel. Where steel anchors are used, provide insulation between steel and aluminum materials to prevent galvanic action. C. Glazing Gaskets: Glazing Gaskets shall be of Extruded EPDM 2.04 Related Materials A. Sealants: Refer to Section 07 92 00 Joint Sealants B. Glass and Glazing: Refer to Division 08 80 00 Glazing 2.05 Fabrication A. General: 1. Flush Glaze System components shall be fabricated and assembled according to the manufacturer's installation instructions with secure, flush, sealed, and accurately fitted hairline joints. 2. Locate fasteners and attachments to conceal from view to greatest extent possible. 3. Maintain minimum perimeter clearances, shim spacing, and perimeter seals according to manufacturer's installation instructions and AAMA Storefront and Entrance Guide Specifications Manual recommended practices. B. Limitations: Miami -Dade County Product Control Approval 1. Product approval applies to applications only as illustrated in approved Product Approval Drawings. This product is not Impact Rated. a. Refer to current Product Notice of Acceptance for: Approved sizes and configurations, Structural Loads, Design Pressures, and fastener types and locations based on substrate types, and applicable installation locations. 2.06 Finishes [Specifier Note: Amend Paragraph below to suit project requirements] A. Standard Anodized Finish: Aluminum extrusions shall be given a caustic etch followed by an anodic oxide treatment to obtain a: JUNE 2006 1. CLEAR ANODIZED FINISH: AA- M12C22A31, AAMA 611, Architectural Class II (0.4 mil thick clear anodic coating) 2. DARK BRONZE COLOR ANODIZED FINISH: AA- M12C22A44, AAMA 611, Architectural Class 1(0.7 mil thick electrolytic deposited color anodic coating) 3. BLACK COLOR ANODIZED FINISH: AA- M12CSSA44, AAMA 611, Architectural Class I (0.7 mil thick electrolytic deposited color anodic coating) B. Optional Anodized Finish: [Specify] C. Factory Standard Powder Coat Paint Finish: 1. ARCHKOTE I000TM POWDER COAT PAINT FINISH: AAMA 2603 Pigmented Organic Coatings (2.0 to 3.0 mils Film Thickness) One -Year Limited Warranty 2. ARCHKOTE 6000TM POWDER COAT PAINT FINISH: AAMA 2604 High Performance Organic Coatings (2.0 to 3.0 mils Film Thickness) Six -Year Limited Warranty ARCHKOTE I000TM & 6000Tm Stock Color Options: _ # 9021 White _ # 1042 Colonial White # 1055 Sandstone _ #5018Aqua _ # 5030 Brazil Green # 6028 Florida Green _ # 7001 Gray _ # 3003 Red _ # 3004 Burgundy _ # 5003 Blue _ # 9000 Black # 8033 Bronze Optional Color: [specify] D. Factory Powder Coat Paint Finish: 1. ARCHKOTE 10KTM POWDER COAT PAINT FINISH: AAMA 2605 Superior Performing Organic Coatings (2.0 to 3.0 mils Film Thickness) Ten -Year Limited Warranty Color shall be RAL# [Specify color number from Arch Aluminum & Glass Co., Inc. color selection chart or specify color and name to be matched] Color shall match: E. Factory Fluoropolymer Coating Paint Finish: 1. 70% PVDF PAINT FINISH: AAMA 2605 Superior Performing Organic Coatings Manufacturer: Color: Warranty: F. Other: AAMA: Manufacturer: Color: Warranty: 2.07 Quality Control A. Single Source Quality: Aluminum- Framed Storefront and Glass System herein specified shall be provided from a single source. B. Fabrication Quality: Aluminum- Framed Storefront and Glass System shall be fabricated according to manufacturer's specified tolerances. Arch Aluminum & Glass Caine. Your True Single Source 3 PART 3 — EXECUTION 3.01 Examination A. Verification of Site Conditions: Do not proceed with installation until site conditions, including substrate conditions which have been specified and installed under other "Sections ", are acceptable for product installation according to Division 01 40 00 and manufacturer's instructions. Verify openings are correctly sized to receive IGS -450 Aluminum- Framed Storefront and Glass System and that sill conditions are level as specified. 1. Field Measurements: Prior to fabrication or installation preparation, verify actual openings with field measurements and record same on shop drawings. Coordinate field measurements and fabrication schedule with construction progress to avoid construction delays. 3.02 Installation A. Approved Drawings: IGS -450 Storefront Framing & Glass System must be installed in strict compliance with the project specific drawings and as approved by the Miami -Dade County Product Control Division. B. The installation of this approved product at any elevation does require an approved hurricane protection system (shutters) when installed in High - Velocity Hurricane Zones of the Florida Building Code. C. Labeling: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". D. General: IGS -450 Storefront Framing & Glass System shall be installed in accordance with Division 01 73 00, the AAMA Storefront and Entrance Guide Specifications Manual, GANA Glazing Manual, GANA Sealant Manual, and the manufacturer's installation instructions. E. Related Products: 1. Sealants: Refer to Section 07 92 00 Joint Sealants (Perimeter Sealants) 2. Glass and Glazing: Refer to Division 08 80 00 Glazing a. Reference: ANSI Z97.1, CPSC 16 CFR 1201, and GANA Glazing Manual 3.03 Cleaning and Protection A. Cleaning: 1. Refer to and comply with Section 01 74 00, Cleaning and Waste Management for: a. Progress Cleaning, b. Site Maintenance, c. Construction Waste Management and Disposal, and d. Final Cleaning 2. Clean installed IGS 450 EZ Flush Glaze Framing and Glass System products according to the guidelines of AAMA Publications # 609 and # 610 -2, "Cleaning and Maintenance Guide for Architecturally Finished Aluminum" (combined documents). 3. Repair or replace any damaged components. B. Protection: 1. Refer to and comply with Section 01 76 00, Protecting Installed Construction. 2. All materials shall be protected against damage and from contact with water, mortar, plaster, paint, alkaline, and all contaminates. JUNE 2006 NOTICES: *DISCLAIMER 1. These "Guide Specifications" are provided solely as an aid in the preparation of specifications for the specific products herein described. While compiled in the style of a three part format, this information is not intended to be used as a literal project specification. Neither is it intended to be inclusive of any particular nor all aspects of a complete project or product specification regarding the products' performance or the itemized procedures required by a qualified construction Specifier. This information must be used in conjunction and coordination with the procedural requirements of a qualified Specifier and the exacting requirements of a specific construction project. 2. Changing technology within the architectural products industry demands that the company reserve the right to revise, discontinue, or change any product line or specification without prior written notice. U. S. GREEN BUILDING COUNCIL F Arch Aluminum & Glass Co., Inc. is a member in good standing with the U.S. Green Building Council and active participant in the LEEDTM Rating System. Architectural Resources: 1. U. S. Green Building Council: www. usgbc.orq 2. Arch Aluminum & Glass Co., Inc., Green Compliance: www.archgreen.com 3. Miami — Dade County Building Code Compliance Office: www.miamidade.qov /buildinqcode/ 4. Arch Aluminum & Glass Co., Inc., Hurricane Code Info: www.hurricanecodes.com 5. Arch Aluminum & Glass Co., Inc., General Website: www.archaluminum.net Arch Aluminum & Glass Co.,Inc. Your Two Single Source' 4 QUOTE Aluminum & Glass. 540 Industrial CouttWest, Villa Rica, GA. 30180 770 -458 -8200 FA :770- 459-6809 TO: Rick's Glass ATTIC: Frank Date; 09/21/10 QUOTE # 73877 By; M. Cooper Page 1 of 1 JOB NAME: Tybce Island FAX: 912-233-9201 Arch does not warrant thermal stress breakage In tempered glass or any other glass. This document does not guarantee acceptance of an order for the glass described. All purchase orders must be reviewed for compliance and production capabilities prior to acceptance. EzCEPnms & DrVVATIONs: PRICES ON Tike QUOTE ARE FOR AIMERIALS LL47ED ON THIS QUOTE ONLY. CUSTOMER as RESPOftEI E FOR ACCURATE C MPIT1TIE5, nw'eS. SIZES & COLOR AS AdAY RE R5OUIRE0 FOR JOB IN$TALLATWPL Description Sq. Ft. Total Sq. Ft. 1" Low EJClcar TfT 1,223,00 1/4° Clear Temp 111.00 0.00 Note: Quoted Using Eocrgy Advantage Low ll 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ALL PRODUCTS PRODUCED IN ACCORDANCE TO APPLICABLE ASTM STANDARDS ENERGY SURCHARGE *5.5% Total Sq. Ft. 0.00 0.00 0.00 0.00 0.00 0.00 1,334.00 This quote does not include tax, energy surcharge or any other special add on pricing**** To ns Proper Invoicing, A Copy Of This Quote Must Accompany Your Order. Failure To bo So Could Result In Improper Billing And No Credit Will Be Issued. THIS OFFER IS VOID AFTER 60 DAYS FROM DATE OF QUOTATION I — I 1. There are four plylox clips per numbered opening 2. Attach one plylox clip at bottom center opening of door or window frame 3. Attach one plylox clip at left center frame and right center frame 4. Slide OSB sheathing that coordinates with window or door opening into the plylox system. 5. Attach one plylox clip to top center frame 6. Tighten all plylox clips against frame 7. Repeat steps 1 -6 until all opening are covered.... TRm TRM 8. Please see attached document from PLYLOX for additional 6" TRIM Instructions TRIM TRIM G. TRIM STANDING SEAM MIL. STUCCO STORE FRONT GLDZ G 35' -0" MAX ALLOWABLE BUILDING HEIGHT GUARDRAILS • 42" HANDRAILS • 36" METAL STAIRS DOOR 4X4 TIRE STEEL PTO. 9I BIOL9'E STUCCO I\\ FLOOP PROOFING B0 MS1 .00P LEVEL - .- .iSO_t SL TPA 109_151_ .4.42 MPL �. _.,_ •' TTBEE!ELAND APPROVED AVERAGE ELEVATION 37' -0" MAX ALLOWABLE BUILDING HEIGHT elev. RIGI -IT SIDE ELEVATION 3/16'. = I' -0" _ -- 0' 2' 4' 8' 6" TRIM HARD! BD. LAP SIDING I2" TRIM! STANDING SEAM MTL. STUCCO STORE FRONT GLAYO4G c.� 0 0 07 2x4 TUBE STEEL WRAPPED TO MATCH MILLIONS EACH SIDE OF DOOR BIOLIME STUCCO 0 0 0 0 0 10 0 FLOOD PROOFING 130 191_ FLOOD LEVEL kID MSL TAB. _ 109 MI5L - .A 5.471.151_ + TTBEE 15LAND APPROVED AVERAGE ELEVATION elev. FRONT ELEVATION 346" = 0' 2' 4' 0 BOSWELL DESIGN SERVICES, INC. DATE September 3. 2010 S Pg S� 0oI z zR INTACT A NINOIM Or 72 IQRS PRIM ID GIGG1 UTILITIES PROTECTION CENTER I -B�- 282 -7111 DRAWING NURSER A3.0 9 -2.1 O 1' -2 3/9" ffft r'# yp_D Zv m X19 0000 m 0 NOIl'v'Aal NVael e g 6 v t my »1' O Lp 9 23' -0° 30'_2" 0 4, 1 m m 27' -0° I2' -0• I 35 Fg 2 NEW COMMERCIAL PROJECT HIGHWAY BO EAST TYBEE ISLAND, GEORGIA FOR PAUL 'THERON SAVANNAH, GEORGIA REAR & LEFT SIDE ELEVATION OPAnt Mae WE September 3. 2010 .108 Na WJ.E OS shown BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912.897 6932 \ A \�R G ill 1 1 1I 4J 1 c ,,, n g �� ,� .-/_k � n / 3 I 2 v t my »1' O Lp 9 23' -0° 30'_2" 0 4, 1 m m 27' -0° I2' -0• I 35 Fg 2 NEW COMMERCIAL PROJECT HIGHWAY BO EAST TYBEE ISLAND, GEORGIA FOR PAUL 'THERON SAVANNAH, GEORGIA REAR & LEFT SIDE ELEVATION OPAnt Mae WE September 3. 2010 .108 Na WJ.E OS shown BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912.897 6932 PLYLOXTM Hurricane Window Clips PLYLOX' M and plywood: The recipe for protection PLYLOX Features Uses installation Removal 'Commercial� Inspiration I Order Now Stores Contact Us Home PLYLOX PLYLOXTM Commercial Applications • Board up aluminum- framed windows without drilling or screws • PLYLOXTM works with aluminum- framed window casings that are at least 1 -1/2 inches deep • Protect your property from hurricane -force wind and rain with PLYLOXTM Clips! Experts say: "Board up your windows" Once your windows break, the storm is inside your business. Find a store near this ZIP: Find Stores PLYLOXTM should be used with 3/4" plywood. Use CDX grade, or better, plywood that is in good condition. Do not use plywood that has delaminated, is easy to bend, or is badly warped. Step 1 Measure the length and width of each window. Subtract 1/2" from the width measurement and 1/4" from the height measurement. Record the measurements in this measurement cha rt. Step 2 Cut the plywood covers for each window. Some hardware stores will cut the plywood for you. Use good quality (CDX or better) 3/4" plywood. Plywood comes in 4' x 8' sheets. Windows bigger than 48" x 48" will require 2 or more sections of plywood. Each section can be hung independently (more clips) or they can be spliced together (more work). 60" 60" 12" 48" Step 3 Slide the PLYLOXTM clips on to opposing edges of the plywood cover. The average window requires 4 clips. Space the clips no more than 36" apart. The thickness of plywood varies with humidity. This will cause the clip to fit differently from http: / /www plylox.com/commercial.htm[ 1/20/2011 5:16:10 PM] PLYLOXTM Hurricane Window Clips time to time. If the fit is loose, tap on the clip with a hammer to close the opening. If the fit is tight, then force the clip on by tapping the clip on with a hammer. 1 _F Loose Fit Tight Fit Step 4 Using an Allen Wrench, extend the set screws on all the clips on one side of the plywood cover 1/4 ". On the opposite side of the plywood cover make sure the set screws are flush on the clips. Insert the plywood cover into the aluminum window casing until the clip touches the frame. Using a 5/32 Allen wrench, firmly tighten the flush set screws. Then tighten the set screws on the opposite side at least 1/2 turn. Removing PLYLOXTM is easy! You can remove PLYLOXTM clips quickly and easily. Use the Allen wrench and loosen the set screws. This releases the PLYLOXTM clip and the plywood is easily removed. The PLYLOXTM clips can then be stored and reused the next time you are threatened. PLYLOXTM is not responsible for any collateral damage sustained by the home or business due to either misuse of the product or any unforeseen or extraordinary natural occurrence or other act of God. [features - Uses - Installation - Rcmov al - Commercial - Inspiration - Stores - Order Notiti - Contact Us - Home ] PLYLOXTM P.O. Box 1749 Friendswood, Texas 77549 -1749 Toll -Free Phone: 1- 800 -583 -4289 Warehouse: 281 - 992 -4533 Fax: 281-996-7900 http:// www.plylox.com/commercial.htm[1 /20/2011 5:16:10 PM) Permit No. Owner's Name City of ,gee Island • Community Develo)...ient Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 / t f - -i �'r ?` U Date Requested E' j ) \41144/_737, 2/A Z() Date Needed Subcontractor lit INTERNATIONAL CODE COUNCIL MEMBER Gen. Contractor (< ('„.171 Contact Information I / "' Cat° ct Project Address Scope of Work = Inspector '71'1 Inspection v Q(' Lu T L) ; 1Q0 7-7-= .'o C=ol I D 1' • Date of Inspection ► /Lo f II Pass Fail Fee i� I ` 0'1 vN-\.) Amite (-nom Inspection F.7 I i 1-1 ,\)A )(. IAC2C 1 rJL cap pi rJ \. C ,,rw Iz hat 67 >= ,Jr�;f�1S1 Pass ❑ Fail ® Fee Inspection PI I n 7 C--) - IPass El Inspection i'1'1EC.N N)c) Pass 0!o (' 1-1,) I - Fail U Fee Fail ❑ Fee 6,0,1i 1 () iit — p >v17i� TX Result Report P 1 12/20/2010 13:36 Serial No. CM35228060004 TC: 220818 Destination Start Time Time Prints Result Note Georgia Power 12 -20 13:36 00:00:31 001/001 OK Note MIX: Mixed Origgiinal_TX11CALL:SManual1TX, Original Size gFWPD:FForwardMePC: PC -Fax. RLY: Double-sided MBX: confidentDirection. . : BulletPinC1SIP rSIPnFax.FIPADR:FIP Address Fax,T %. I -FRX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, N- Full:Memory Full, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC :Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR _ FAX TO: Lynn Breanaa Phone 912 Qo rg :.� 'Po crt t 3 12.4. - Z ta. -' 4 9 t� — O D oo -+ 1� v '3 - � 4...A5- Location Address: Y Z r1rLe -r Lot # Release Date: .t7 -4470 (� Type of Release: j Temporary Permanent Subd Name: -H* ��J7 Electrician: OwiierBuilder-: Electrician Phone Number: "7 5 - sg'$ / Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Electrician Phone Number_ OwnerBuilder: Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: OwnerBuiIder: Electrician Phone Number: Phone Number: FOR RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND . FAX TO: Lynn Brennan 937 Phone 912-443:=5F63* wg, 306 -2V0S' 00,.+ 1 34- 2 ,2.5- 9t) -040D Location Address: 5C> 7- 1==:g -1- Lot # Release Date: ,nZ / 2 0 Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: 75 (o -SFSI Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: City of aee Island • Community Devela ent Dept. : =�� Inspection Report �� ~ • MEM INTERNATIONAL CODE COUNCIL MEMBER 40 3 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 1 Permit No. ; - /) -'-I r) Date Requested ' ` ,` ! > Owner's Name (/ JP' 0A2/ 0A2A Date Needed /`. (�, ,f% Gen. Contractor 4<4 Subcontractor Contact Information i 1 1 U -=: L., Project Address --TO -4 4 5�� Scope of Work . NTA/l_) 4 11;1 11'A C) Inspector '-7,11 Date of Inspection ,..,L__, Inspection - ".l ?t,;.t..Z Pass ,`L Fee Inspection Pass ❑ Fail 0 Fee Inspection Pass U Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee 1 l City of T• e Island • Community DevelopL it Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ►\ \\ i1`N 11111111111k INTERNATIONAL CODE COUNCIL" MEMBER Permit No. 1 0 - 0C-(-)0 Date Requested zJ r Owner's Name \L 114-671- I P PI.- Z Date Needed , Gen. Contractor ==v ∎.--z Subcontractor Contact Information I' 04-1-11 `-f J <(< X71 Project Address I Scope of Work �. QPS s Inspector Date of Inspection X J' a J Inspection > > �_ r "l� 1 Pass Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City ( ybee Island • Community DevE( &lent 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. I Owner's Name \� f 1,1t=1.--rg Date Needed Gen. Contractor f :mil 7 Subcontractor Contact Information vV4 4 i c41 _ Project Address . U p 12. �- • �' �- Scope of Work , t,F7 Inspector Inspection Date Requested r_ Ertl` INTERNATIONAL CODE COUNCIL MEMBER -,; s‘, )1 �....J \ Date of Inspection , Pass Fail Fee )`/, :J -k' 4\ (1 i/J A' I i -may- -r r l s Vv 0 -3 r_,�J_ Inspection Pass ❑ Fail ❑ Fee b(-)0=7:-= �f'- Inspection Pass U Fail ❑ Fee - Inspection Pass Fail 0 Fee City of bee Island • Community Devek lent 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. q0 Owner's Name �,� �, <_ , 4 zA Gen. Contractor irx' Contact Information 1V184 Project Address Scope of Work irk` INTERNATIONAL CODE COUNCIL MEMBER Date Requested Date Needed Subcontractor Inspector Date of Inspection Inspection i-i. I: ki -?--i—"7- t"'") Pass 0 (N....e.A1Z: 4-1 I 1--1-1/A-L o), I I i,)1:: C>,._ 6.):,--irLA 1 ''.: e.A.).5?e-,' 12.J --1)-Tzi..-t4 0,0i4*--,;444 04 I f; CA) 5..,,_(.. ZS A 11044 4 4 i 7 0 - - . 1 , , Inspection Imo°• ' ° Pass Fail EJ Fee Inspection 4) Pass 0.1. ELL. Fee Fee Inspection Pass ❑ Fail ❑ Fee City of ' ■ee Island • Community Deveio ant 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. J 0 O'1 ?'O Date Requested INTERNATIONAL CODE COUNCIL MEMBER Owner's ,,ame V A i� a A P /12,_ ;.. Date Needed 11-V7-10 0 c/ - L Subcontractor U Can. Contractor ntact Information /' 10 r 4--/-1-/- s- S ,l 2- Project Address 6 D Z r, r S-1 ..c.,/ Scope of Work /1 e (.) 0 O r1 r'1 • Insp ctpr '1 I 1 D e of Inspect ion // 1 ii- /' D i `'- 1 L.»r r, 1 C.. �.%rci Inspection O- -4- < C. ' , ) ' A �° ft' .. Pass Fail El Fee 5 r r- ) ir Inspection Inspection O4L , 4 //( Pyrd) r'. (,c?h c/ Pass D Fail Fee r0 ✓V.' Pass ® Fail ❑ Fee Inspection Pass 0 Fail ci Fee City of jee Island • Community Deve1 rent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.736.4573 ext. 114 • Fax 912.786.9539 Permit No f V C Owner's Name. \\ Gen. Contractor Date Requested Ri Q 2.0-. Date Needed Contact information Project Address Scope of Work Inspector -911 Subcontractor Lf c: 4 S1. :VW mu slumk INTERNATIONAL CODE COUNCIL" MEMBER Inspection o I V Inspection (" C M _...� .� c_ vv.% rv, Date of Inspection (737e-A. ns •r� Pass -14 P r r, - no ! Pass Fee Inspection Pass El Fail ❑ Fee Fail Fee Inspection Pass ❑ Permit No. City q vbee Island • Community Devel( gent Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Owner's Name Date Requested 4 -i INTERNATIONAL CODE COUNCIL" MEMBER i Date Needed / Gen. Contractor I / ")(rkg ,.1 Ce —1 "- Subcontractor Contact Information r+%1; Project Address Scope of Work G Inspector %1 iOrT>rAi 7/1 Inspection (-J 1 Date of Inspection Pass Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail 11 Fee Inspection Pass Fail ❑ Fee w NMI =WA INTERNATIONAL CODE COUNCIL City of aee Island • Community Develo, lent 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. ) 6 "" (AA P Date Requested ff Owner's Name \ )' 1 i f ,i. 0 r ZA Date Needed ,� Gen. Contractor kT' (:_()r.."' Subcontractor Contact Information V1 4)4- (,,c ji _. Vii\ Project Address �Zrc_. Scope of Work Inspector �� Date of Inspection Inspection All Pass (PT:4AI ''A3P(11) MEMBER Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee ,,i, psi ►\ \\ City o. bee Island • Community Dever lent Dept. NM alb Inspection Report ,' " =a� 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 - -2a ,-,-____R' Phone 912.786.4573 ext. 114 INTERNATIONAL Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. 0 - Lit) O Date Requested l Owner's Name i �t�'G �, � Date Needed ; a) 'rill/ Gen. Contractor �d) Z1 . Subcontractor Contact Information /y2 = r ) I ,tf 1 . 3Ss L Project Address ' O 1. I , z 4- Scope of Work ( VV347 -,"i' 44- Inspector -7/1 Inspection ��, 't C��J: _ IC, Pass ® �ai"i D Fee c, Date of Inspection'`) I `� �? Inspection �t3 & Inspection Pass El Fail ❑ Fee Pass r,, \Fait 0 Fee Inspection Pass ❑ Fail ❑ Fee TH Result Report P 1 10/19/2010 09:30 Serial No. CM35228060004 TC: 209208 Destination Start Time Time Prints Result Note Georgia Power 10 -19 09:30 00:00:31 001/001 OK Note MIX: Timer Original_TX11CAALL:CMaanual1TX, Original Size FBD:FForwaardMePC�:aPC -Faax. BNB: : Double-Sided MBX: ConfidentDirection, . : Bulletin. PC1SIP: SIPnFax.FIPADR:FIPUAddress Fax. I -FAX: Internet Fax SIP Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- Full:Memory Full, LOVR:Receiuing length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR •_ FAX TO: Lynn Brennan ,37 Phone 912— FBorg:a `Pocrar - atv Z - x(40 9 oh -2 o- �qa acsc+ ,Y 3qe- 2c�2S Location Address: 7 1 z.-4 _ s Lot # Release Date: Type of Release: Tem ` - Permanent Subd Name: - - Electrician: C_ S ei-i. rF.) Electrician Phone Number: 1,, ,— /�-agj Owner/Builder: 2 _- -ia,_� ��g -4- Phone Number: .yyi �. <4 /G/ ye. Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot # Type of Release: Temporary Permanent Electrician: Owner/Builder: Release Date: Subd Name: Electrician Phone Number: Phone Number: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO: Lynn Brennan 995-37 Phone 912 = ,��yy �� Qo rg ► a 'Po 4..+e r 3 o (4, - 4, Lk. 306 - 290.7 ,t O- "T P Oa--{- - 2(,2S Location Address: 52, jam- `}- Lot # Release Date: - Type of Release: I Temporary Permanent Subd Name: Electrician: e, s. b Electrician Phone Number: 51,5- .-(0,30 6 Owner/Builder: oc Phone Number: .y) . /44-652- Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: City of( iee Island • Community Develo ant 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. // , Date Requested III H Owner's Name Vi I/i'J23t /, Date Needed taW1 INTERNATIONAL CODE COUNCIL MEMBER 2 /- Gen. Contractor L-_7-( , t-L--),`.71r- Subcontractor Contact Information V044-t 4/(11 - Project Address iT24 4+ Scope of Work LHYU Inspector Date of Inspection /0 fA/4 Inspection _)qt ,)crii, Pass Fi Fail 41-r Inspection Pass Fail Fee Inspection Pass Fail El Fee Inspection Pass Fail Fee Permit No. City of lee Island • Community Develoj. ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 f`T Owner's Name ‘\ S,',12-2 1012a ?ate Needed I - I Lf - f C ------7 Gen. Contractor ,145(--,13/ Subcontractor Contact Information J7 /--it if d/(7/ s C.? it Project Address ----c6 2 _14 Scope of Work hJ2uJ (-) Inspector f. Date of Inspection 17 ■) Inspection /4/3 LJFailD Fee Date Requested 0 A 3 - I 1\Z- 1111a1 1111111114 INTERNATIONAL CODE COUNCIL' MEMBER Inspection Pass Fail El Fee Inspection Pass 0 Fail 0 Fee Inspection Pass Ei Fail 0 Fee WHITAKER L 2500 Tremont Road- Say Phone (912) 234 -0696 - F Report #: 9/27/10 -116 Client; Groundwork* U Project: The Village at T Tybee Bland, BORATORY, INC. GA -31405 (912) 233-5061 limitod, inc. ee FIELD DENSITY REPORT Date of Test (*): 8/23/2910 Test Performed by David Wood Test Methods Used (underline all that apply) ASTM -D -1557, ASTM -D -4059, ASTM -D -2216, ASTM -D -1656, ASTM.D-6938 Test . Humber % ' Moisture • • • • um lure Wet Density PCP Dry Density PCl Proctor (PCF) .-A; Compaction Vo Required Com • action Pass or all Base Thickness Inches Elevation of Test ft. m 102.5 105.9 95.0 ■iiiri� FSC3 Test Locati ' n: East Section of Bullrlg Pad Slab Subgrede 2 13.1 1',0 117.6 104.2 105.0 08.11 05.0 Pass FSG — .. .. . Test Loca ' n: South Section of Building Pea', Slab Subgrede .0 119.6 105.1 105,9 99.2 95.0 Pass FSG Test Local ■ n: North Section of Building Pad, Slab Subgrade 12.8 �r.0 116.2 103.0 105.9 97,3 95.0 I Test Locati “n: West Section of Building Pad, Stab $ubgr'ade mai IIIIIIII — . 111.11111.111 Milli 1111111111 IMIIMIMIIIIIIIIMIIII MN Remarks: FSG Finished Subgrade Please note, these tests only reflect the condition of the materials at the depth and location specified. For pertinent design information, a site spe to geotechnical investlget on is recommended for all projects. The above tests results are not to 08 considered as a substitute for a geotechnical investigation. Ageotechnical investigation provides information on underlying soil characteristics. Items typically included in a geotechnical report Include, a recommendation for the type of foundation or method of support, Information on potential settlement, a recommended design bearing and site work recommendations, etc, try accepting ins report, you acknowisoge the potential 1,urtaaeuenueb and liability if a site specific geotechnical Investigation has not been conducted. Please contact us Immediately should you desire a geoieohnioal report. cc; Groundworks Un imlteed via fax 239 -9940 TM /Tel -101-4_1 111f1 I 1•1N1r341.1-1 \11\11-4 1 T I. IM WHITAKER LABORATORY, INC ,Joseph F. Whitaker, P.E. T nor.r r`77 Tf T TfI •f,T f1Th7 lfe7 lfn 1.p) 383EVE OCT X 4 2O ko._�.v YATES- ASTRO.TERMITE & PEST CONTROL CO, P.O. Box 23313 AC 13 WOK ONDER °(`,ti v1-1 rrY V rlr + (914 4,a ii oiJ1`TUJ 651 -9000 DATE OF O1?DER 1 DIrf �r ., , CUSTOMER'S ORDER NO. PHONE - MECHANIC HELPER - STARTING DATE if‘) BILL TQ } it. ," y "> t .x'4.,....6 1 `^�$ - E COMPLETED � 0/ r . ORER TAKEN }BY 0 -v ADDRESS • !SI DAY WORK 0 CONTRACT 0 EXTRA CITY _ JOB NAME AND LOCATION 6 ., t1 J••� I ^.� i"r ,.ti..T f' .....,�' , 3 ice" ,� . r,•,_,� 4.. -s _ lJSiy JOB PHONE_ fit': _ ^y � i 9 DESCRIPTION OF WORK: ** PRETREAT ** SQ. FEET: LINEAR FEET BLOCK VOIDS: LINEAR FEET INSIDE TRENCH: LINEAR FEET FOOTERS: S-5 GAL. USED 5' GAL. USED: GAL. USED: GAL. USED: 110 TOTAL GALS.'. DEPTH OF FOOTER INSIDE: 1 2_3 4 DEPTH OF FOOTER OUTSIDE: CRAWL: SLAB TYPE OF SLAB: ‘p ,f - CHEMICAL USED:, :; z TECHNICIAN(S): TARGETED PEST: SUBTERRANEAN TERMITES RENEWAL: ❑ No one home Total amount due for above work: or I hereby acknowledge the satisfactory completion of the above described work. Signature Total b fling to be matted atter completion of work TOTAL MATERIALS TOTAL LABOR TAX E COMPLETED � 0/ r . WORK ORDERED BY AMOUNT TOTAL A-/ ❑ No one home Total amount due for above work: or I hereby acknowledge the satisfactory completion of the above described work. Signature Total b fling to be matted atter completion of work CITY OF TYBEE ISLAND WATER METER PICKUP DATE ISSUED: 10/14/2010 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 # NEW COMMERCIAL BUILDING 502 FIRST ST VILLAGE PLAZA LLC PO BOX 2812 TYBEE ISLAND GA 31328 ROCKBY INC 2700 GREGORY ST STE 130 SAVANNAH GA 31404 5264 P $15,389.00 PROJECT VALUATION $300,000.00 WATER METER PICKUP ONE WATER METER 1 -1/2 -INCH PERMIT #: 100490 TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org Permit No. City of '. 403 Butler Phone I Owner's Name . f 9 e)) )10 ? �. )ee Island • Community Develoj ant Dept. Inspection Report Ave. • P.O. Box 2749 • Tybee Island, GA 31328 912.786.4573 ext. 114 • Fax 912.786.9539 Gen. Contractor Contact Information i Project Address 0 ) # -- , (5 4-- Scope of Work Inspector r2 a Date Requested I (- _-.1 - Date Needed I C r I3 - ( CD Subcontractor �� , , 4 P_ a Inspection') Immalk INTERNATIONAL CODE COUNCIL MEMBER Date of Inspection ~' an Cns c(( 6 Pass ® Fail [J Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee DATE ISSUED: 10 -12 -2010 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW COMMERCIAL BUILDING 502 FIRST ST VILLAGE PLAZA LLC PO BOX 2812 TYBEE ISLAND GA 31328 ROCKBY INC 2700 GREGORY ST STE 130 SAVANNAH GA 31404 5264 P $15,389.00 $300,000.00 PERMIT #: 100490 TOTAL BALANCE DUE: $15,389.00 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 -4.573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT .5oz Location: NAME ADDRESS 2 sets of building plans 1 copy of survey showing ground elevations & flood zone V. $250 plan deposit PIN# 4- 003 -12 -016 TELEPHONE (Check all that apply) Details of Project: building New Ea New Construction n Other ❑ Residential ± ❑ Single Family 111,4 ❑ Duplex ❑ Multi- Family © Commercial Construction of a 5,000 sqft commercial Estimated Cost of Construction: $ 300,000.00 Construction Type 5 (Enter appropriate number) (1) Wood Frame (4) Masonry (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: Department Store Remarks: (6) Other (please specify) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units 1 Lot Area .48 acres # Off - street parking spaces Access: Driveway 20 Setbacks: Front (ft.) 6' # Bedrooms # Bathrooms 2 Living space (total sq. ft.) 5,000 -F ' 2 (p 4 Ct 2 (A 4 25 Trees located & listed on site plan yes With culvert? Rear 6 With swale? Sides (L) 10 ' (R) 6 ' # Stories 1 Height 31 ' 7 " 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. Village Plaza,P.O. BOX 2812 Owner LLC Tybee Island, Ga 897 -6932 Architect Mark Boswell 103 Nassau Drive or Engineer Savannah, GA 31410 897-6932 Building Rockby, Inc. 2700 Gregory Street 443 -3001 Contractor Savannah, GA 31404 M (Check all that apply) Details of Project: building New Ea New Construction n Other ❑ Residential ± ❑ Single Family 111,4 ❑ Duplex ❑ Multi- Family © Commercial Construction of a 5,000 sqft commercial Estimated Cost of Construction: $ 300,000.00 Construction Type 5 (Enter appropriate number) (1) Wood Frame (4) Masonry (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: Department Store Remarks: (6) Other (please specify) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units 1 Lot Area .48 acres # Off - street parking spaces Access: Driveway 20 Setbacks: Front (ft.) 6' # Bedrooms # Bathrooms 2 Living space (total sq. ft.) 5,000 -F ' 2 (p 4 Ct 2 (A 4 25 Trees located & listed on site plan yes With culvert? Rear 6 With swale? Sides (L) 10 ' (R) 6 ' # Stories 1 Height 31 ' 7 " 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: On -site restroom facilities will be provided through B l u - Jon On -site waste and debris containers will be provided by At 1 ant i c Waste Construction debris will be disposed by Atlantic by means of Rol 1 off Container 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 - cess -ry to restore drainage impaired by this permitted construction. Date: Signature of Applicant: Note: A permit normally takes 7 to 10 business days to process. � t�aEIVoD The following is to be completed by City personnel: Zoning certification ( -2- NFIP Flood Zone A [ ( I Approved r a n a n c � ? S : . l ar- LO - t p - ( a Street address and number: New ✓ 532. 2. 'F; r s - S k • Existing Is it in compliance with City map? 5 If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached ‘f $ Utilities and Public Works: Describe any unusual finding(s) 0 : fIVR. Access to building site Distance to water main tap site Distance to sewer stub site %t Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager F:r a De 4. ature A 2 2 SO cJ4p os c.v- D. to (018 (0 i0 Jo 00 -12 -t0 52 sq.. -c4. A1.0 o PS-2 foi 40 Va\ 2- FEES Permit 2✓O 3 Inspections Water Tap Sewer Stub2 Aid to Const. 52 (o CC Recovery 20'00 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: Ro c kby , Inc . Project I.D.: Attachments approved by: Date: Location of Work: Owner's Name: Address: PERMIT FOR INFRASTRUCTURE ALTERATIONS Contractor's Name: NOTE: Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Description of alteration: A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Cert : Lion: I hereby acknowledge the above requirements, and certify that I will perform the above d gy d alt�tij in accordance with these provisions. ner's Signat e f %o r,n N c& \Ao3J Owner's Printed Name Contractor's Signature Contractor's Printed Name Date Date APPROVAL Zoning Date Building /Code Date Water /Sewer Date Drainage Date June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co — Construction Exit Shc — Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http: / /www.gaswcc.org/docs/ field manual 4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5 " -3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation, I will no longer be accepting any deviation from the State requirements. The stone will be a representation of 1.5 " -3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. I have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to #2, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer Signature of 9ner /Co actor CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786 -4573 FAX (912) 786 -9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: Highway 80 East Owner's Name: Village Plaza, LLC Address: P.O. Box 2812 Tybee Island, GA 31328 Contractor's Name: Rockby, Inc . This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner /contractor) agree to construct/place the equipment above or up to the required finished floor elevation, which is stated below. 10.8 MSL (NGVD 29) BFE L 11 Acknowledged and agreed to this 24 Owner / Cont Matt Byrd /Rockby, Inc. Owner / Contractor Printed Name day of September , 20 10 STATE ENERGY CODE AFFIDAVIT Location of Work: HWY 80 East Tybee Island, GA Owner's Name: Village Plaza, LLC Address: P.O Box 2812 Tybee Island, GA Contractor's Name: Rockby, Inc. This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2000 Edition. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2000 Edition. It is understood and agreed by the undersigned owner of agent and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally '. le for any violations which may occur with or without his knowledge. The owner shall be allow d to equest . ertificate of Occupancy when all inspections have been approved. wner's Signature gOU,n vb0 Owner's Printed Name Contractor's gnat Matt Byrd /Rockby, Inc. Contractor's Printed Name 9 Date 09/24/2010 Date CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: HWY 80 East Tybee Island, GA Owner's Name: Village Plaza, LLC Address: P.O. Box 2812 Tybee Island, GA Contractor's Name: Rockby, Inc . This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The o / contra tor is hereby held responsible for any violations to this policy. A violation of this poli; resu discontinuance of the electrical service. Owner's Signature Date 1- bYve'Y1 c1 ON) Owner's Printed Name Contractor' ign. ur Matt Byrd /Rockby, Inc. Contractor' Printed Name Witness's Signature Witness's Printed Name /z--0 I 0 Date D e CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: HWY 80 East Tybee Island, GA Owner's Name: Village Plaza, LLC Address: P.O. Box 2812 Tybee Island, GA Contractor's Name: Rockby, Inc . List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company Rockby, Inc . 2700 Gregory ST STE 130 Address Savannah, GA 31404 Contact Person Matt Byrd 2. Company Segal Welding Service 1482 La dfill Road 0,' � Address Claxton, GA 30417 �3. Contact Person Segal isson Company Byrd Heating & Air 101 Central Jct. Blvd. Address Savannah, GA 31405 Contact Person Sam Byrd `/ 4. Company CS Hurd PO Box 1626 Richmond Hill, Address Business Type General Contractor License Number 02062 Phone Number 414-5552 Business Type Building Erector License Number Phone Number 663-4111 Business Type HVAC License Number £{- �' 4 Phone Number 313-1038 Business Type Electrical GA 31324 License Number Contact Person Stanley Hurd ✓ 5. Company Jenkins Plumbing 86 Columbia Ave Address Pooler, GA 31322 Contact Person Jamey Jenkins ottqg Phone Number 313-6308 Business Type Plumbing License Number 01060 Phone Number 330-0761 Attach additional sheets if needed. CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: HWY 80 East, Tybee Island, GA Owner's Name: Village Plaza, LLC Address: P.O. Box 2812 Tybee Island, GA Contractor's Name: Rockby, Inc . List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company Rick's Glass 909 Wheaton Street Address Savannah , GA 31401 Contact Person Frank Robert s 2. Company RPI 429 Longwood Drive Address Richmond Hill, GA 31324 Business Type Glazing License Number t co (Pal Phone Number 228-0164 Business Type Roof ing /Exterior License Number o �1 '-1-o Contact Person John Reynolds Phone Number 756-7663 3. Company Cent imark 1940 Parker Court STE E Address S t one Mt , GA 30087 Business Type Concrete License Number Contact Person Brian Short Phone Number 205-266-4777 4. Company S David Business Type Painting 4856 Victor Street Address Jacksonville , FL 32207 License Number 07 4 Contact Person Steve Nordstrom Phone Number 904 - 636 -7788 5. Company JDS Drywall 1018 HWY 80East,STE 701 Address Pooler, GA 31322 Business Type Sheathing /Finishing License Number ).f>" 02 D O Contact Person Jamey Smith Phone Number 313-4303 Attach additional sheets if needed. 7 c JR G TI B -R GRAV DR 1V SS MANHOLE TOP EL. = 7,84 I,E, = 4.81 CLOSE EXISTING ENTRANCE - CURB AND GUTTER TO MATCH EXISTING 30" CURB & GUTTER TRANSITION CURB AND GUTTER TO V1ATCH D.O.T. • SECTION EDGE OF BASED ON REFERENCE NO. 3 HIGHWAY 80 30" CL RB & GUTTER CONCRETE APRON TRANSITION CURB AND GUTTER TO MATCH D.O.T. SECTION 30" CL & GU -T RB CLOSE EXISTING ENTRANCE - CURB AND GUTTER TO MATCH EXISTING 30" CURB & GU TT =R EDGE ,OF CV= (DIST.; 3701500 "E - ADA RAMP ADA RAMP ROLL OVER CURB AND GUTTER S7015'OO "E SEWER MH RIM 10.54 IN -A 6.40 IN -B 6.56 OUT 6.19 OUT -8" TC PARKING AND LANE NOTES : 1. ALL CAR PARKING STALLS ARE TO BE 9' WIDE x 18' LONG (min). E. ALL TPA 'CL LANCO ARC TO 13C 1£' WIDE' UNLCCO OTIICRWIOC PIOTCD. 10' x 10' SCREENED DUMPSTER PAD N70715'OO "W Survey Information : Survey : Ward Edwards Surveying Date of Survey : October, 2007 Datum : NGVD 29 HANDICAP PARKING SI LOCATION N70'15'00" OVERHANG N70'15'OO "W -- 36.67' s N 70'15' OO "W -- 73.33' N7059'4 59.81' ;IIT J\=) w R15,00) R15.00 J i #4 CONT. 1/4N/FT. SLOPE U 0 ULI w z W CO 11 0 103 NASSAU DRIVE c7)N tea) a(o 0' W� 0 0T, z' z� August 23, 2010 rve SCALE: as shown Zm Q � z N ( I W V) I Z O 0 C U.15 CC U 0 ULI w z W CO 11 0 103 NASSAU DRIVE c7)N tea) a(o 0' W� 0 0T, z' z� z a. z CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING GENERAL NOTES: STEP PAINTING NOTE: 1. DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLE85 NOTED OTHERWISE. 1. STEPS TO HAVE "NON- SLIP" NOSING AND SURFACE AND PAINTED CAUTION YELLOW PARKING CALCULATIONS: 2. LIMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE 3OUNDRY OR AS SHOWN ON THE PLANS. COORDINATE ALL CLEARING ACTIVITIES WITH THE ENGINEER /OWNER. 3. ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE COORDINATE S Y5 TEM CONTRACTOR SHALL VERIFY PRIOR TO THE 5 TART OF CONSTRUCTION. NEW BUILDING = 5,000 sf (total) NORMAL CURB AND GUTTER TO BE ROUNDED GEORGIA D.O.T. NOTES: PERMEABLE SURFACE 4. BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR A.9 TO L OCA TION AND ELEVATION PRIOR TO THE 5 TART OF CONS TRUCTIOI+I. 5. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE INCREMENTAL LAYOUT DIMENSIONS AS SHOWN. ANY DISCREPANCIES WITH DIMENSIONS AND COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED AND APPROVED BY THE ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL AND VERTICAL CONTROL ON THE SITE BASED ON EXISTING MONUMENTS. ALL COSTS INVOLVED IN L OCA TING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE SITE SHALL BE BORNE BY THE CONTRACTOR. 8. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR 9. CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH. PLANS. 10. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. RIGHT -OF -WAYS MUST BE APPROVED AND PERMITTED THROUGH THE GEORGIA D.0.T. PARKING = 1 SPACE X 5000 sf 200 sf = 25 SPACES REQUIRED COMPACTED SUBGRADE- UTILITIES PROTECTION CENTER , 1- 800 -282 -7411 SPECIAL HANDICAP RAMP NOTES 1. ALL HANDICAP RAMPS SHALL BE CONSTRUCTED AND "TINTED" AS PER ADA GUIDELINES AND REQUIREMENTS. TRAFFIC AND RIGHT -OF -WAY NOTES: TOTAL REQUIRED PARKING SPACES = 25 SPACES TOTAL. PARKING SUPPLIED HANDICAP SPACES SUPPLIED 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND RIGHT -OF -WAY. 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED INTO THE STORMWATER SYSTEM. = 25 SPACES = 1 SPACES ifA THfRfD CURB DETAIL PARKING SPACES BASED ON THE CITY OF TYBEE ISLAND PARKING ORDINANCE ASSUMING A RETAIL OCCUPANCY, PRE - DEVELOPED GREENSPACE = 8.7X GREENSPACE CALCULATIONS: TOTAL SITE = 10,000 sf = 0.48 AC. PAVING / BUILDING / ETC. = 0.37 AC GREENSPACE = 0.11 AC 0.11 AC 0.2292 = 23% GREENSPACE 0.48 AC NOTE: THIS OCCURS AT END OF CURB AND GUTTER WHERE CALLED FOR ON PLANS MONOLITHIC SIDEWALK NOT TO SCALE SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RECONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' DRAWING NUMBER C -3 3 OF 12 SHEETS August 23, 2010 NO. --- SCALE: as shown Zm Q � z ( I W V) I O z a. z CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING GENERAL NOTES: STEP PAINTING NOTE: 1. DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLE85 NOTED OTHERWISE. 1. STEPS TO HAVE "NON- SLIP" NOSING AND SURFACE AND PAINTED CAUTION YELLOW PARKING CALCULATIONS: 2. LIMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE 3OUNDRY OR AS SHOWN ON THE PLANS. COORDINATE ALL CLEARING ACTIVITIES WITH THE ENGINEER /OWNER. 3. ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE COORDINATE S Y5 TEM CONTRACTOR SHALL VERIFY PRIOR TO THE 5 TART OF CONSTRUCTION. NEW BUILDING = 5,000 sf (total) NORMAL CURB AND GUTTER TO BE ROUNDED GEORGIA D.O.T. NOTES: PERMEABLE SURFACE 4. BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR A.9 TO L OCA TION AND ELEVATION PRIOR TO THE 5 TART OF CONS TRUCTIOI+I. 5. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE INCREMENTAL LAYOUT DIMENSIONS AS SHOWN. ANY DISCREPANCIES WITH DIMENSIONS AND COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED AND APPROVED BY THE ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL AND VERTICAL CONTROL ON THE SITE BASED ON EXISTING MONUMENTS. ALL COSTS INVOLVED IN L OCA TING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE SITE SHALL BE BORNE BY THE CONTRACTOR. 8. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR 9. CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH. PLANS. 10. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. RIGHT -OF -WAYS MUST BE APPROVED AND PERMITTED THROUGH THE GEORGIA D.0.T. PARKING = 1 SPACE X 5000 sf 200 sf = 25 SPACES REQUIRED COMPACTED SUBGRADE- UTILITIES PROTECTION CENTER , 1- 800 -282 -7411 SPECIAL HANDICAP RAMP NOTES 1. ALL HANDICAP RAMPS SHALL BE CONSTRUCTED AND "TINTED" AS PER ADA GUIDELINES AND REQUIREMENTS. TRAFFIC AND RIGHT -OF -WAY NOTES: TOTAL REQUIRED PARKING SPACES = 25 SPACES TOTAL. PARKING SUPPLIED HANDICAP SPACES SUPPLIED 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND RIGHT -OF -WAY. 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED INTO THE STORMWATER SYSTEM. = 25 SPACES = 1 SPACES ifA THfRfD CURB DETAIL PARKING SPACES BASED ON THE CITY OF TYBEE ISLAND PARKING ORDINANCE ASSUMING A RETAIL OCCUPANCY, PRE - DEVELOPED GREENSPACE = 8.7X GREENSPACE CALCULATIONS: TOTAL SITE = 10,000 sf = 0.48 AC. PAVING / BUILDING / ETC. = 0.37 AC GREENSPACE = 0.11 AC 0.11 AC 0.2292 = 23% GREENSPACE 0.48 AC NOTE: THIS OCCURS AT END OF CURB AND GUTTER WHERE CALLED FOR ON PLANS MONOLITHIC SIDEWALK NOT TO SCALE SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RECONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' DRAWING NUMBER C -3 3 OF 12 SHEETS 470.0.41, 80 VICINITY MAP NOT TO SCALE LEGEND • ■ IRF CMF PIN R/W IRON ROD FOUND CONCRETE MONUMENT FOUND PARCEL IDENTIFICATION NUMBER RIGHT OF WAY 1 1 1 SURVEY DATE:1 -21 -11 EQUIPMENT USED: ELECTRONIC TOTAL STATION ANGULAR ERROR PER "Q" = 04" ADJUSTED BY COMPASS RULE: PLAT ERROR OF CLOSURE: 1 /INFINITY FIELD ERROR OF CLOSURE: 1/10,0001- REFERENCE: 1. SUBDIVISION MAP BOOK 38 —S PAGE 73 2. PLAT RECORD BOOK 30 —P PAGE 90 3. DEED BOOK 3270, PAGE 681 tve, ki& CMF • —\ • ♦ IRF (BENT) 1 11 11 1 1 1 1 ^{' NOTES: A 5 2 CI J ar C i i t, it ? C C,G.;;, 1N, kp £11 003 �£4°P414AG£ .X2''01 >VT �G A PR Z A 1. PROPERTY ADDRESS: 502 FIRST STREET (E HWY 80), TYBEE ISLAND, GA 31328 2. PARCEL IDENTIFICATION NUMBER: 4 -0003 —12 -014, 4 -0003 —12 -015 & 4 -0003 —12 -016 3. THIS PROPERTY IS CURRENTLY ZONED: C -2 4. THE HORIZONTAL DATUM OF THIS PLAT IS BASED ON SUBDIVISION MAP BOOK 38 —S, PAGE 73. 5. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 6. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 7. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051CO213F, EFFECTIVE DATE:SEPTEMBER 26, 2008 BASE FLOOD ELEVATION: 11'. (NAVD 88). 8. ALL SIRE TS, RIGHTS —OF —WAY, EASEMENTS, AND ANY SITES FOR PUBLIC USE AS NOTED ON THIS PLA ARE HEREB'( DEDICATED FOR THE USE INTENDED. 1 OWNER 604.0/RC SF 4/4/£ i 20,E 44� 1S6 spvq E£ E£r 1 1 aver' 1 D BY IRF 41- zp. �Or tss\� pA44£R p ££ \0\ 003 £top f q0£ 'r ?moo 3Hr 4.1.0 EE ISLAND ZONING ADMINISTRATOR MINISTRATOR: DATE: BY M : OR, CITY OF TYBEE ISLAND 7.4"Z-1 , 1 DATE: YOR: ATTE,F CLERK OF MAN, CLERK: COUNCIL DATE: ♦ CMF ki 7.BENCII_MARK: NAIL IN POWER POLE ELEVATION 9.17' ' NAVD 88 1/ 1 1 / 1 I1 1 IRF 1 CER1I' THAT IN MY OPINION THIS IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF GEORGIA LAW AND IS SUITABLE FOR RECORDING. TERRY . CK ' OLEMAN GA. R' . L SURVEYOR NO. 2486 1 1 1 1 1 1 20' 10' 0' 20' GRAPHIC SCALE: 1"= 20' LS ' d ,._,?, Oat 7,/, 0 t •v(g,.. u 3 1 tg (.1• ii]. ti 0 -u) 11 ,Ln ►a v as 8 N'c)- Q�.., °v °'4 � Ov ' �47- V 1 vM wa t . Uci v 0 :4) 1 Wu Fl 0 o f_J-4 z 0 y PC _fl u0 r-• 0 DRAWING TITLE: RECOMBINATION PLAT s - 3D SCALE: 1 " =20' PROJECT NO: 100579 DATE: 1 /24/11 DRAWN BY: DRV CHECKED BY: JAH SHEET NO: 1/1 1 ADA PAVERS NOTES: 1. PROPERTY ADDRESS: 502 FIRST STREET (E HWY 80), TYBEE ISLAND, GA 31328 2. PARCEL IDENTIFICATION NUMBER: 4 -0003 —12 -014, 4 -0003 —12 -015 & 4 -0003 —12 -016 3. THIS PROPERTY IS CURRENTLY ZONED: C -2 4. ALL ELEVATIONS BASED ON SITE BENCHMARK (NGVD 29). 5. FINISHED FLOOR ELEVATION. IS ALSO SHOWN IN NAVD 88, CONSISTENT WITH THE CURRENT FLOOD INSURANCE RATE MAP. CONVERSION NAVD 88 TO NGVD 29 IS +1'. 6. THE HORIZONTAL DATUM OF THIS PLAT IS BASED ON SUBDIVISION MAP BOOK 38 —S, PAGE 73. 7. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 8. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 9. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051CO213F, EFFECTIVE DATE: SEPTEMBER 26, 2008 BASE FLOOD ELEVATION: 11'. (NAVD 88). CURB INLET TOP: 9.97' TH: 9.47" IE: 3.87' N LEGEND BENCH MARK • IRF IRON ROD FOUND • CMF CONCRETE MONUMENT FOUND CI CURB INLET PP POWER POLE GW GUY WIRE LP LIGHT POLE SIGN SSMH SANITARY SEWER MANHOLE FH FIRE HYDRANT WV WATER VALVE WM WATER METER TELEPHONE BOX CABLE TV BOX ELECTRIC BOX OVERHEAD POWER LINE WATER LINE TELEPHONE LINE RIGHT —OF —WAY El - -OHP -- --W-- --T-- R/W TH IE OB PRB SMB PIN THROAT INVERT ELEVATION DEED BOOK PLAT RECORD BOOK SUBDIVISION MAP BOOK PARCEL IDENTIFICATION NUMBER (OUT) , - \8" \ALM' / / 4,0,3, �4> /\ S l� 1 1 1 lOa l l / // // /I /// //) /o FLUME cd �> p� I 0 '0 0 8" PALM 8" PALM // )/i SSMH 5� /( / TOP: 7.80' 1 % / / / IE: 4.83' E '(IN) / / f IE: 4.80' S (OUT) / // f i/ 1 it //,O 1 �/ /i/ � ° 1 I( \ \ \ 1 �1 , ,,, \� \�, / 8" PALM SSMH TOP:10.46' IE: 6.21' W (IN) IE: 6.21' E (IN) IE: 6.21' N IN IE: 6.21' S (OUT r \ ` — \ \ \ �>.S ♦ ,„ SSMH TOP: 6.85' IE: 4.00' W (IN) IE: 3.90' N (IN) IE: 3.85' S (OUT BENCH MARK: NAIL IN POWER POLE ELEVATION 10.18' NGVD 29 REFERENCE: 1. SUBDIVISION MAP BOOK 38 —S PAGE 73 2. PLAT RECORD BOOK 30 —P PAGE 90 3. DEED BOOK 3270, PAGE 681 UTILITIES PROT DRAWING TITLE: 1'I / +`b i ! 8' / 1, IE: TOP:8.5 5.58' W (IN) / 1 IE: 5.53' N (IN) / IE: 5.48' S (OUT) ASBUILT SURVEY ECTI ON CENTER CALL THREE WORKING DAYS BEFORE YOU DIG THROUGHOUT GEORGIA 1- 800 -282 -7411 SURVEY DATE: 1/21/11 10' 5' 0' SCALE: PROJECT NO: DATE: DRAWN BY: CHECKED BY: JAH 1 " =10' 100579 1/25/11 DRV SHEET NO: NOT OR CONSTRUCTION FOR PERMITTING PURPOSES ONLY! GRAPHIC SCALE: 1"=1 ADA PAVERS oy LEGEND • BENCH MARK • IRF IRON ROD FOUND ▪ CMF CONCRETE MONUMENT FOUND \o) S rn CI CURB INLET PP POWER POLE GW GUY WIRE LP LIGHT POLE SIGN SSMH SANITARY SEWER MANHOLE FH FIRE HYDRANT WV WATER VALVE WM WATER METER TELEPHONE BOX CABLE TV BOX ELECTRIC BOX - -OHP -- OVERHEAD POWER LINE - -W -- WATER LINE - -T -- TELEPHONE LINE R/W RIGHT -OF -WAY TH IE DB PRB SMB PIN REFERENCE: THROAT INVERT ELEVATION DEED BOOK PLAT RECORD BOOK SUBDIVISION MAP BOOK PARCEL IDENTIFICATION NUMBER 1. SUBDIVISION MAP BOOK 38 -S PAGE 73 2. PLAT RECORD BOOK 30 -P PAGE 90 3. DEED BOOK 3270, PAGE 681 / 1 UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS BEFORE YOU DIG THROUGHOUT GEORGIA 1 -800- 282 -7411 NOT FOR CO \STRUCTION FOR PERMITTING PURPOSES ONLY! 1 / 1 / / / / SSMH TOP: 7.80' IE: 4.83' E '(IN) IE: 4.80' S (OUT) CURB INLET TOP:9.97' TH: 9.47" IE: 3.87' N (OUT) \ 1_ \8" \ALM__ /\/ n a'30)x S / / / /moo / / j /1 D 1c, /// o N 0 Z° 0W Q� NOTES: 1. PROPERTY ADDRESS: 502 FIRST STREET (E HWY 80), TYBEE ISLAND, GA 31328 2. PARCEL IDENTIFICATION NUMBER: 4 -0003 -12 -014, 4 -0003 -12 -015 & 4 -0003 -12 -016 3. THIS PROPERTY IS CURRENTLY ZONED: C -2 4. ALL ELEVATIONS BASED ON SITE BENCHMARK (NGVD 29). 5. FINISHED FLOOR ELEVATION. IS ALSO SHOWN IN NAVD 88, CONSISTENT WITH THE CURRENT FLOOD INSURANCE RATE MAP. CONVERSION NAVD 88 TO NGVD 29 IS -1-1'. 6. THE HORIZONTAL DATUM OF THIS PLAT IS BASED ON SUBDIVISION MAP BOOK 38 -S, PAGE 73. 7. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 8. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 9. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051CO213F, EFFECTIVE DATE: SEPTEMBER 26, 2008 BASE FLOOD ELEVATION: 11'. (NAVD 88). Igo 8" PALM 96" W 4y 2 IPI #1. 80 8" PALM 0' 0 0p 'E PALM \ ` \'0 s, / \ 0- 1 / o' 1 1 8" PALM \ 1 SSMH TOP:10.46' IE: 6.21' W (IN) IE: 6.21' E (IN) IE: 6.21' N (IN) IE: 6.21' S (OUT —11.0— — N\ 1 / / \ tea / /� / 11 }� // 44/ /(,? 9 1 o � N • N. SSMH TOP: 6.85' IE: 4.00' W (IN) IE: 3.90' N (IN) IE: 3.85' S (OUT / PORCH ENTRY TO SECOND LEVEL N /F• LOT 1>6 �'2 ii/LL gG CE DE-1/410/311,k-/v7- L C PN40 03 A • CO '` o �`�� +��\\ \ ` ` ` ` ` Swq(E ` ` �\ �� O ` `9. p` tip°'. „: \ ▪ ``! • \ 8 5„ \ • • e BENCH MARK: NAIL IN POWER POLE ELEVATION 10.18' NGVD 29 L ° s5 pp� VEC pPLLgGF L � ENT L C `�� \WqL\ —`-,, 7p p/ ,.�� -v �' IE. 0� IE: IE: ASBUILT SURVEY IRF WN1T e. 1 0 0 5 0 SURVEY DATE: 1/21/11 10' 5' 0' 10' GRAPHIC SCALE: 1"=.10' SCALE: PROJECT NO: DATE: DRAWN BY: DRV CHECKED BY: JAH 1 " =10' 100579 1/25/11 SHEET NO: /VICINITY MAP NOT TO SCALE LEGEND • IRF ■ CMF CI PP GW LP AD► () S SSMH FH WV WM - -OHP -- --w-- R/W TH IE DB PRB SMB PIN I0 °0490 Ll0 -o 1 BENCH MARK IRON ROD FOUND CONCRETE MONUMENT FOUND CURB INLET POWER POLE GUY WIRE LIGHT POLE SIGN SANITARY SEWER MANHOLE FIRE HYDRANT WATER VALVE WATER METER TELEPHONE BOX CABLE TV BOX ELECTRIC BOX OVERHEAD POWER LINE WATER LINE TELEPHONE LINE RIGHT -OF -WAY THROAT INVERT ELEVATION DEED BOOK PLAT RECORD BOOK SUBDIVISION MAP BOOK PARCEL IDENTIFICATION NUMBER REFERENCE: 1. SUBDIVISION MAP BOOK 38 -S PAGE 73 2. PLAT RECORD BOOK 30 -P PAGE 90 3. DEED BOOK 3270, PAGE 681 1 1 1 / UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS BEFORE YOU DIG THROUGHOUT GEORGIA 1- 800 - 282 -7411 1 1 NOT FOR CONSTRUCTION FOR PERMITTING PURPOSES ONLY! / 1 1 1 SSMH / ADA PAVERS CURB INLET \ TOP: 9.97' TH: 9.47" t IE: 3.87' N (OUT) \ \8' PALM a`I' 4, ) 0 8" PALM IlS h',S' 6T Fp. 80 N j NOTES: 1. PROPERTY ADDRESS: 502 FIRST STREET (E HWY 80), TYBEE ISLAND, GA 31328 2: PARCEL IDENTIFICATION NUMBER: 4 -0003 -12 -014, 4 -0003 -12 -015 & 4 -0003 -12 -016 3. THIS PROPERTY IS CURRENTLY ZONED: C -2 4. ALL ELEVATIONS BASED ON SITE BENCHMARK (NGVD 29). 5. FINISHED FLOOR ELEVATION IS ALSO SHOWN IN NAVD 88, CONSISTENT WITH THE CURRENT FLOOD INSURANCE RATE MAP. CONVERSION NAVD 88 TO NGVD 29 IS +1'. 6. THE HORIZONTAL DATUM OF THIS PLAT IS BASED ON SUBDIVISION MAP BOOK 38 -S, PAGE 73. 7. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 8. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 9. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051 CO213F, EFFECTIVE DATE: SEPTEMBER 26, 2008 BASE FLOOD ELEVATION: 11'. (NAVD 88). 8" PALM { r 8" PALM '8."PALM kkirkj 1/1 '�, / / 4S' f / / 1/ `�p llTV RIP till ` 1/ // �`e � Qiit-t ,� I i , coy p // /11 / ®t I/ \® 1 1/ \ SSMH S6 /�( � ®� TOP:7.80' 1 1E: 4.83' E (IN) /`� IE: 4.80' S (OUT) / //i f 1 I / 1 /I 1 (-t 1 1/l/O 1 / \ 1 / \ \ \ / \� \\ I // 1r \\ \ \ IN i \ / 0 V \ / // 1 8" PALM 0,-- W LAT 0 moo. 1 / QS-60;14- revI,S: on iC bldg.- SSMH TOP:10.46' IE: 6.21' W (IN) IE: 6.21' E (IN) IE: 6.21' N (IN) 1E: 6.21' S (OUT 1 -'8'- PALM \ - \ TOP: 6.85' 1E: 4.00' W (IN) IE: 3.90' N (IN) IE: 3.85' S (OUT 1 1 CE- CURB F ` BACK �� .-.., FLOW \ — ` .-' ..._. -- -- .,.. N PRE,yENTER Y ,\':::-----., --... ---- ,, " LIVE OAK -----.`--.. \ 1 - - — \ ----.` \ % _ tip \ \ 14 ` s;4L \ } 1 11 11 / / 8'iCk \ 22� o� (b. \ `LIME wq<e \ 2" LIVE OAK \ 2" LIVE OAK / o 8 • `. `� PIN: k FR0 r)'.634-. �f<Lq T �� 3 1 pPM £ �2�p1)MT LCC IRF" ......... 4. ♦ fir' ---. _ • COQ lear 0 / °D 1 est SI1/4 <E \ ` BENCH MARK: NAIL IN POWER POLE ELEVATION 10.18' NGVD 29 S5 M /F• Lp � KFR Y�Ff P! 4�pp� PF <ppL <qG� -/2-07,3 LL C Olv / r0o% SSMH 70P:8.58' / 1E: 5.58' W (IN) / IE: 5.53' N (IN) / 1 IE: 5.48' S (OUT) 1 / 1 1 IRF 1 4b. / 1 1 1 / / I 1 / 1 WV SURVEY DATE: 1/21/11 10' 5' 0' 10' GRAPHIC SCALE: 1 " =10' STAMP: NO DATE REVSION DRAWING TITLE: ASBUILT SURVEY SCALE: PROJECI' NO: DATE: DRAWN BY: CHECKED BY: JAH 1 " =10' 100579 1/25/11 DRV SHEET NO: 1/1 tisv •4Y 80 ADA PAVERS o CURB INLET TOP: 9.97' TH: 9.47" � IE: 3.87' N (OUT) \ „ \8 PALM `. �\ ) LEGEND • • IRF • CMF CI PP GW LP 8" PALM \7O o� SSMH FH WV WM - -OHP -- --W-- --T-- R/W TH IE DB PRB SMB PIN REFERENCE: 1. SUBDIVISION MAP BOOK 38 —S PAGE 73 2. PLAT RECORD BOOK 30 —P PAGE 90 3. DEED BOOK 3270, PAGE 681 BENCH MARK IRON ROD FOUND Plizesp 9 9"4y ' • CIF 80 8" PALM CONCRETE MONUMENT FOUND CURB INLET POWER POLE GUY WIRE LIGHT POLE SIGN SANITARY SEWER MANHOLE FIRE HYDRANT WATER VALVE WATER METER TELEPHONE BOX CABLE TV BOX ELECTRIC BOX OVERHEAD POWER LINE WATER LINE TELEPHONE LINE RIGHT—OF—WAY THROAT INVERT ELEVATION DEED BOOK PLAT RECORD BOOK SUBDIVISION MAP BOOK PARCEL IDENTIFICATION NUMBER UTILITIES PROT ( r \ 8" PALM J \ `8." PALM O. NOTES: 1. PROPERTY ADDRESS: 502 FIRST STREET (E HWY 80), TYBEE ISLAND, GA 31328 2. PARCEL IDENTIFICATION NUMBER: 4 -0003 —12 -014, 4 -0003 —12 -015 & 4 -0003 —12 -016 3. THIS PROPERTY IS CURRENTLY ZONED: C -2 4. ALL ELEVATIONS BASED ON SITE BENCHMARK (NGVD 29). 5. FINISHED FLOOR ELEVATION IS ALSO SHOWN IN NAVD 88, CONSISTENT WITH THE CURRENT FLOOD INSURANCE RATE MAP. CONVERSION NAVD 88 TO NGVD 29 IS +1'. 6. THE HORIZONTAL DATUM OF THIS PLAT IS BASED ON SUBDIVISION MAP BOOK 38 —S, PAGE 73. 7. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 8. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 9. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051CO213F, EFFECTIVE DATE: SEPTEMBER 26, 2008 BASE FLOOD ELEVATION: 11'. (NAVD 88). 1 1 / 1 ECTI O\ CE \TER CALL THREE WORKING DAYS BEFORE YOU DIG THROUGHOUT GEORGIA 1 -800- 282 -7411 NOT FOR CONSTRUCTION FOR PERMITTING PURPOSES ONLY! 1 1 1 1 4k) CONCRETE //�% FLUME / / I // \1 �t 1 SSMH Sb / ( 1l° TOP: 7.80' P 1 IE: 4.83' E (IN) / IE: 4.80' S (OUT) 1 f 11 / / /// /rt 1 X111 \ / ( \ / 1 \ \ \\ \ DX // // 8" PALM cO 0 1 SSMH TOP: 10.46' IE: 6.21' W (IN) IE: 6.21' E (IN) IE: 6.21' N (IN) IE: 6.21' S (OUT NO DATE REVSION 0 o m � go -(1-4 I .S o 0 m 0.i N d �o A O r o v H STAMP: STAMP: 1 —11.0 — \ /\ /' j °ao F X ■ tl l /`�_ P')/c4- \ ?) BACK \ \ .° I 1 � \ +�� \ FLOW PRE,VENTER \ ` c99 / IRFI / (BENtf) / / % +OHO i 1 1/ 1 SSMH TOP: 6.85' IE: 4.00' W (IN) IE: 3.90' N (IN) IE: 3.85' S (OUT r\ \ 1 / 1 / 1 / \ y \ \ ` \ \ 2" LIVE OAK \ \ \ \ ly / NOL F /10( \ 2" LIVE OAK \ \ lo• \ \ 22p �' �ti�' \L /NF \ / s \' \9 wqL �� O`° 2" LIVE OAK re 30,p4/771.4), • \ } F \ \ qcF 90 • -41.10440144441, �+q), eN /LCIN : SFTg'9Ck L /NF N /F• LOT 1>6 /9, F�E� �/LL404_, 3 , OAS j ?,°jFr�rT LL �\ c o� (o' q \� CO, 1 '4k4 \ \\ illits \ \ \ -- .— \ -- 1• `\ \ \ 7o' t.1/40/4 BENCH MARK: NAIL IN POWER POLE ELEVATION 10.18' NGVD 29 CI( L //`/F •° ♦ \ \ \ \ w \ \\wq Kcb oss Aq F sOSFMFHr P° ®\ \ HA43 • NSF' p O 7. j � _�• Ck 8 /A,.4 ,04,1/ FLOpLLgCF P3NT Le \\ +1.k / IRF SSMH TOP:8.58' IE: 5.58' W (IN) / IE: 5.53' N (IN) IE: 5.48' S (OUT) / 1 yob / 1 / V SURVEY DATE: 1/21/11 10' 5' 0' 10' GRAPHIC SCALE: 1"=1 0 DRAWING TITLE: 0 ASBUILT SURVEY 0 SCALE: �j PROJECT NO: DATE: U DRAWN BY CHECKED D BY: JAH 1-i SHEET NO: o 1 1 U 1 " =10' 100579 1/25/11 DRV