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10-0214 Jarrell
411 CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 04-26-2010 PERMIT#: 100214 WORK DESCRIPTION SPECIAL EVENTS FACILITY WORK LOCATION 1114 HWY 80 OWNER NAME STACYE JARRELL ADDRESS PO BOX 1576 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-507-3939 CONTRACTOR NAME CATSKILL BUILDERS,INC. ADDRESS 210 CATALINA DR. CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2239 OCCUPANCY TYPE U TOTAL FEES CHARGED $9,617.50 PROPERTY IDENTIFICATION# PROJECT VALUATION $530,000.00 TOTAL BALANCE DUE: $9,617.50 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: Cia0;444.) t( A P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org .. - :11� �a.�.. WeeU:ms Ckor Iz( . ‘104 Irluy , I ® , SA,---- 1 Vargircjng e c1'-,,�GEORGIA ' A 201 DEPARTMENT OF NATURAL RESOURCES COASTAL RESOURCES DIVISION MARK WILLIAMS A.G.'SPUD'WOODWARD COMMISSIONER DI RECTOR May 16, 2011 Ms. Stacey Jarrell 1114 US Highway 8o Tybee Island, Georgia 31328 RE: Letter of Acknowledgement, Removal of unserviceable structure and maintenance to an existing Bank Stabilization project on an un-named tributary to Chimney Creek, Lot 3, City of Tybee Island, Chatham County,Georgia Dear Ms. Jarrell: This Letter of Acknowledgement(LOA)is in response to your recent request to remove the structure (see attached photos) on Lot#3, at the above referenced location.The majority of this structure is located seaward of the jurisdiction line on an un-named tributary to the Chimney Creek on Tybee Island. Your proposal includes the removal of the wooden structure and associated debris on tidal water-bottoms.Where appropriate, existing rip rap will be relocated to the existing Bank Stabilization project. The Department authorizes the proposed removal of this structure and has no objection to the action provided Best Management Practices(BMP's)are used.No equipment,materials or debris may be placed, disposed of, or stored in jurisdictional areas. All demolition material must be removed and disposed of in an appropriate upland disposal site. . This Letter of Acknowledgment is not meant to exempt the above referenced activity from future environmental laws. This project must comply with all other Federal, State, and local statutes, ordinances and regulations and does not relieve you from obtaining any other required federal (Army Corps of Engineers), state,or local permits. You must obtain a county or municipal building permit prior to beginning construction where one is required. Please feel free to contact Deb Barreiro at 912.266.3695 if you have any questions regarding this. ,i er- , I ;, rtt P Codinator Eco ogical Services Section enclosures: photos taken 5/16/2011 cc: Diane Otto, City of Tybee Island r Ari • > f 4 R • Looking south at existing structure 5/16/2011 • � fki g T e fleteetc. • 4/.01 07iis‘' #(. 14 a 4 # . Details of existing structure 5/16/2011 ONE CONSERVATION WAY I BRUNSWICK, GEORGIA 31520-8686 912.264.7218 FAX 912.262.3143 ( WWW.CoASTALGADNR.oRG OF i,r °x� h`` 5�„11 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/01/2011 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 #: 100214 PROPOSED USE: NEW COMMERCIAL BLDG - SPECIAL EVENT FACILITY OCCUPANCY TYPE: P CONTACT NAME STACYE JARRELL CONTACT ADDRESS PO BOX 1576 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328-1576 PROPERTY ADDRESS 1114 HWY 80 APPROVED BY: ! z, <//4 P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org 4,_-6-6EE -. =�=�` City of bee Island • Community Develc lent Dept. ��`- //c�; Inspection Report mg=r I\'ti4 � �5 i l 403 Butler Ave. • P.O. Box 2749 Tybee Island, GA 31328 .=�� \ � Phone 912.786.4573 ext. 114 Fax 912.786.9539 INTERNATIONAL CDDE CDUNCIL' (( ll MEMBER 0 Permit No. 1 _ 02.14 Date Requested Owner's Name 7 c re_ I 1 Date Needed Gen. Contractor `-- a - Sts . 1 I D I U rS . Subcontractor Contact Information A,n ,i-k a 21 a 101 --1 Project Address t I `J jj, To 9 a Scope of Work . -5 C). c_ , 0_ 1 even-4-7s ZAA;41 f,„ : 1 : 4_,...)____ Inspector p. D 4 Date of Inspection 3 - 3 ) - I v Inspection ` t-I \I Pass el Fail El Fee J A J :n5 , 5 J ✓1 61, S_. u , 14. -c u r 0 / -V- e\Q V. C€r-i, ' ,g f; le , LI - �a.it Q ct,Os Jre. .1..s Vev\-a, d r4.----- 3- LN-ick i t e v\c (o S J r 2 j S n 04 V 2 vn-k 8 — ‘i-' a & , t c Lid c 1 l Lk , egk , g .,,,i,,4- s . Icy,)Qsikeck Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee U.S.DEPARTMENT OF HOMELAND SECURITY- ELEVATION CERTIFICATE 77 OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Stacye Jarrell Policy Number A2. Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1114 US Highway 80 City State ZIP Code Tybee island GA 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Chatham County PIN 4-0026-11-011 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Non-Residential A5. Latitude/Longitude:Lat. 32-01-09.47 Long. 80-51-19.61 Horizontal Datum:❑NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 350 sq ft a) Square footage of attached garage _WA_ sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 688.5 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes El No d) Engineered flood openings? El Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State City of Tybee Island 135164 Chatham Georgia B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood 89.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 13051 C 0213 F Sept 26,2008 September 26,2008 AE 12 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile El FIRM ❑ Community Determined El Other(Describe) N/A B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 El NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑ No Designation Date El CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction` ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,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 Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 9.6 ❑ feet El meters(Puerto Rico only) b) Top of the next higher floor 19.93 ❑ feet El 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 El meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 13.2 ❑ feet El meters(Puerto Rico only) (Describe type of equipment and location in Comments) t) Lowest adjacent(finished)grade next to building(LAG) 9.0 ❑ feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 9.6 ❑ feet El meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 93 ❑ feet El 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./ understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code,Section 1001.❑ C 0 heck here if comments are provided on back of form. Were latitude and longitude in Section A provided by a R G licensed land surveyor? El Yes El No %- �FOy Certifier's Name License Number No.2G07 George Michael Ferreira 2607 Title Company Name PROFESSIONAL Q Land Surveyor MITR GIS/GPS/Survey o Address City State ZIP Code o 14 s u RVt���\ 374 Eastridge Drive Savannah GA 31406 'f Signa' Date Telephone G� M. F�� - 11 3-21-2011 912-354-4145 FEMA Form 81-31, Mar 09 See next page for continuation. Replaces all previous editions 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. Policy Number 1114 US Highway 80 City State ZIP Code CompanyNAlCNumber Tybee Island GA 31328 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"a nd"Left Side View." If submitting more photo graphs than will fit on thi s pa ge, use the Continuation P age, following. a y, �1,. 4 _ r, t 1.*' , ^., 1 ERs .{ '' ti t, IA'S/ ..te ��� +a •,4 t ..4 - . ,1 — 1. t" '''F'''t f ;sr, l:. _ - S•+:4�' ' ; - -- k f r if 'y5r5'r ,,' i 'ter . ��LL'^ y i • ' 1 ' 1 il ,, .1. ,- - : _ , 1` Nt'-t - / - 1 rr• _ L+�t Via$ L: _ _ ..�- .__ a�..t'.!l-.L.�._L`.. . ..... J. 1::'.it _��_ _ v'•._ ...- '...,.. —6_.. . ?�wt'M�..._._...� Front View / 1114 Highway 80 / 3-21-2011 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. Policy Number 1114 US Highway 80 City State ZIP Code Company NAIC Number Tybee Island GA 31328 If submitting more p hotographs tha n will fit on the preceding page, affix the additional ph otographs be low. Identify al I photographs with: date taken; "Front View"and"Rear View"; and, if required, "Right Side View"and"Left Side View." . S a '4 t,"'"'-'7:7"-:.(4 Y. C _K, ...z _4A,..,,,,.- ,„-,-,,..-p;-__;-,.. _ - _ - _ -____ ' __ - .... ' ._ 41,4 ,, 10, , 1. - . ,,,, , . :At ., _ w : y T r A . . ' . s• — - ilk 4 i .4::f3 ° i 4 ` 7i r Vii' 4t k f A INIIIIIr , ■ ,I' 1 f1 1 � I-- • t. II .4- , IIifl ',�. 77 T ._ VIM, ¢ . 71 w� r r - MAR 23-, 201 - r , - z • . f080, 2 . • - -4=: 01't ;. F,; :, .5 • ,. *,...'iii*": Rear View / 1114 US Highway 80 / 3-21-2011 . 0 � .Se. 7 ' i 1 y-yam 1 I CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEES DATE ISSUED: 04/01/2011 PERMIT#: 100214 WORK DESCRIPTION SPECIAL EVENTS FACILITY WORK LOCATION 1114 HWY 80 OWNER NAME STACYE JARRELL ADDRESS PO BOX 1576 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-507-3939 CONTRACTOR NAME CATSKILL BUILDERS,INC. ADDRESS 210 CATALINA DR. CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2239 OCCUPANCY TYPE U TOTAL FEES CHARGED $10,011.25 PROPERTY IDENTIFICATION# �V PROJECT VALUATION $530,000.00 ENGINEERING FEES TOTAL BALANCE DUE: $393.75 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 davisenginc @bellsouth.net INVOICE April 6, 2010 Invoice #20906702 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 208067 Special Events ig{ , . 7 r i Lk PA th 03-25-11 0.50 hours Review Asbuilt & certification letter and site visit 'ft' , 03-28-11 0.50 hours Review asbuilt & site visit 03-29-11 0.50 hours Meeting at City Hall w/ staff and Engineer 03-31-11 0.75 hours Final inspection and concurrence 2.25 hours @ $175 = 393.75 Total Due This Invoice Note that the coordination with the DNR on deviations from the stabilization shown on the permit drawings is not included. As this represents a change in direction from the DNR it will be invoiced to the City as part of the E&S inspection program. a g 8- 4-0 1 O ' 02 1 '4 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, April 01, 2011 8:39 AM To: Dianne Otto Subject: Special Events Attachments: 20906702.doc Attached is my invoice. To document my discussions on the deteriorated dock with you, Ray, the Engineer and most recently with Joe Wilson and Lanny Jarrel at yesterday morning's final site inspection: My work was limited to the upland areas. However, I offer the following caution regarding the dock. The 25' buffer that was to be undisturbed has been mulched with pine straw. This pine straw covering is continuous throughout the site from the sidewalk along HWY 80 to the bluff along the creek. A bark walkway through the 25'buffer has been added that leads from the parking lot to a rear building entrance. It is my opinion that these landscape aesthetic improvements make the dock more attractive to site visitors. The dock is dangerous as it has missing planks and no railing. I strongly recommend that barricades and Waring devices be placed as appropriate to warn visitors from using the dock. 1 dal I son Chantel Morton 1 } �� From: Downer Davis [dkdbus @gmail.com] Sent: Thursday, March 31, 2011 11:56 AM To: Dianne Otto Cc: Chantel Morton; lahbos @bellsouth.net Subject: Special Events I offer the following comments on the Final Inspection Joe & I performed at 8:30am this morning. Joe and I accept the Engineer's certification that the site is in substantial conformance with the approved site plans. We do wish to note the following concerns: 1) While the drainage appears acceptable, the location of the trees on the east side will require more maintenance of the swale than if the plans had been followed. Should any future permits be applied for on this east side, modifications to the previously approved design may be required. 2) We recommend that prior to CO the City have confirmation from the Owner of their understanding of the requirement that mulched areas be inspected as necessary and a minimum of every 6 months and replenished as necessary to maintain a 3" thickness. This applies to both the buffer at the rear and upland areas including the overflow parking lot to the west. 3) The locations of stone and straw is not optimum in the overflow parking lot and does not conform to the sketch provided by the Engineer. It is however acceptable although it increases the probability of mulch restoration. I request Joe Wilson provide concurrence or note exceptions to these statements. My invoice will follow late this evening or early in the morning. Downer Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Monday, March 28, 2011 8:32 PM To: Dianne Otto Subject: Re: special events closouts Special Events Project Highway 80 East Tybee Island, Georgia Based on my site visits and review of the asbuilts, I do not believe that this project is in substantial compliance with the approved site plans. : 1. there was an additional concrete sidewalk and brick steps added which were not on the design plans but were approved by Johnathan Lynn. This walkway is an increase in impervious area of less than 0.05 acres and therefore not measurable within the accuracy of drainage calculations and as such is not an appreciable amount of impervious area. This measured area is 1/100 of an acre. I accept this explanation of the additional impervious area in the front. However, with no asbuilt ground shots there is no assurance that the area draining to the front has not increased. 2. Topo shots were not included for the area to the east where a swale was planned to be. This is because the project installed a thick landscaped area in this location and also there is a retaining wall to the east of the site which will not allow water to migrate to the existing property. We believe that these two factors will suffice in the place of a swale. Thick landscaped areas also produce runoff. Most importantly, the asbuilt shows the retaining wall to be 4' within the adjacent property to the east. The City cannot approve such use of the retaining wall on the property of others to serve as drainage control for this project without suitable agreement by the adjacent property owner. It is my opinion that suitable agreement would be a recorded drainage easement. 3. The adjacent overflow parking area is yet to be stabilized except by silt fence. The property owner has been given an option of grass, rock or pine straw (to be checked and replenished every 6 months)for the site. He is leaning towards placement of rock. As the adjacent overflow parking lot is part of this project, it must be stabilized suitably. Additionally: The asbuilt is to confirm the ground elevations in disturbed areas whether paved or unpaved. 3-2 - I a. d. -3 os „It `i 1 iz 2 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-- 6932 LAHBOS@BELLSO UTH.NET March 25, 2011 Diane Otto Planning and Zoning Tybee Island, Georgia Re: Special Events Project Highway 80 East Tybee Island, Georgia Diane, 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 including final stabilization with the exceptions listed below : 1. there was an additional concrete sidewalk and brick steps added which were not on the design plans but were approved by Johnathan Lynn. This walkway is an increase in impervious area of less than 0.05 acres and therefore not measurable within the accuracy of drainage calculations and as such is not an appreciable amount of impervious area. This measured area is 1/100 of an acre. 2. Topo shots were not included for the area to the east where a swale was planned to be. This is because the project installed a thick landscaped area in this location and also there is a retaining wall to the east of the site which will not allow water to migrate to the existing property. We believe that these two factors will suffice in the place of a swale. 3. The adjacent overflow parking area is yet to be stabilized except by silt fence. The property owner has been given an option of grass, rock or pine straw (to be checked and replentished every 6 months) for the site. He is leaning towards placement of rock. 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 CHATHAM COUNTY DI '..RTIVIENIT OF BUILDING SAFETY 1.EGULATORY SERVICES . FIRE SAFETY INSPECTION DIVISION FOR THE CITY OF TYBEE ISLAND YEAR OF -2,,, -- ,L., )// V°/ -- APPROVED DATE .7 • if DISAPPROVED / / — You are hereby notified that this is an Official Order of the County Fire Marshall, stating the defects -found to exist in the referenc4t structure, and further requiring that you, as owner, agent or person in charge of structure, shall have days to complete s ified repaits or impro empits. Business Phone _ O "WD er 7"— ..../A cr dia, 7 is 2-/U -101-7 Occupant Load Name of Facility . - - -- i ,, 1 — ..Address I \IL 1 A.3\--1 (7)C) — Occupancy: Business di..7;i13;ii;) Storage Educational Day Care Personal Care Home Mercantile Factory Residential Hazardous 1. Number of Exit Doors 5 ---- 10.1-SE C 5 2. Blocked Locked - OK ‘,'*---- 10I-SEC 5 ,. ._.- 3. Exit Sign Good Ne"..3/- Unsatisfactory _ NA ., 101-SEC 5 4. Emergency Lights Good V Unsatisfactory NA 101-SEC 5 5_ Panic Hardware Good Unsatisfactory NA t------ 101-SEC 5 ... 6. Self-Closing Device Good 4-' Unsatisfactory NA 7. Fire Alarm Yes _ No NA 1,,---- NFPA 72 8. Smoke/Heat Detectors Yes ---r,""---- No NA - NFPA 73- 9. Sprinkler System. Yes No NA — NFPA 13 10.Standpipe Yes No NA. , NFPA 13 11.Number of Fire Extinguishers ..... Proper Type? ik-'5 NFPA 10 Inspected/Charged Yes ,- -• No NA -,-- NFRA 10 —,.1..is• ...- 12.Fixed Hood System Yes V No NA NFPA 96 13.Date of Last Service Ora)" (REQUIRED EVERY 6 MONTI:3a—- ILI..Electrical Good Fair Unsatisfactory t.,.-- _ NF.PA 70 15.Overloaded Sockets/Outlets Yes — es No 1.,.. NFPA 70 V....----- 16.Missing Electrical Covers Yes No ATM 70 17.Other(explain) , ..„,---- 18.Excessive Storage of Combustibles Yes . t.---- _ No NFRA 30 List Details — No O.Cm.bas-ri 6Lt---,e ---V-096-4-- iN acrn opMf_-- DX r : -_ 1\k-.) triftkalbW5icet oaL-e, Apiq . f-rA-1 t2-># , ' \ ':)* lli.- (14)(C426 1 h 674kekL. De0T 64--Vz -11kb43' -76.)e-07 4 :7"'-- l ' m (-4- 50-'_1-xl?" 12A-.11 t IP ° .° . v f--..1-0 0 L7-4\551)*)//e1-1 -1Aft75--d • The signature below of Owner, Occupant,Agent, signifies Inspection was made._ .---) _,--, / /,:` • - / / . ' i / dt owneilo;6/13.7pa/retti. Signature --It TA"AliPait County Fire Marshall -- - ( ' u A MORD:frdrrhii Pitt inaVdeacia ra-ei_due I 1 CritTAI COUNTY L „:-A1:1-t‘111.71\17 OF BT.ILLDINCSA_F-ET., ,:.„1-1-1K511,./cIDRY Slat VICES , .. PILE ''.-irlk TEn.7 fliSlilie rim,: Ilivraor, rOkirl-rE crr OF 11.i.S7-7.Tf...11.,`5,1\--rD , ...., ,.., c AP-PRO V1-7.D 2 1 ; DATE _ -- DIStil-K1DVED 7 ._. / -----— Ycz ale hereby tiot.if ed, that iliiii is ca aincial. '`..I.-&-t.- e..tr. tiake C.: ty 171-e KiZenitiall.., ii1-;liag th-c, fo-ale. U., eLig isa the refefer.sc,,,e,riftwilizt, abff, fozdief. if-cgt.thia LI MO you., a.,i, ovmer, ageat or peri,ce i5 (large of ere.c.,11.!;:-e, 5hart it.:ave.;:0- dzyt7 te c-mi-/;:c7i-c: -allatc,iBed,y!...gaitt, of.impt:opm.viL _ __ OVV31,es‘ '•S--37--,--2-'f.,:-4A '.11_, Ii_),', ,Ai 2,1 (,) -i Of / 0(;ciat.latit.Lo6 i 0,Gl11:900,-, k- , \ ; Ntuile of Facility i ......._.s. ......,.... - ......n.t. .....7....77_,....___ .4.,id-y-evs 1 \ a- k -t., ,-; dr) -- ---1— (_•:•Utapfit.0:7: B..--izinciP‘z 1.41-,,E,T4‘41,/,' Si owe E;,ii:tki,of.1 el Day Cr Peno-aal C;Frt-Hoalc lkifeftetAikt Fate,oti. Revid.eittial H,Azatd,o,..pF.; -, 1. Numbe-i ai E.:4 i{Dao.f 01- .--s -,-/ / .313C:.!; .,,..—. ''.. Zlo&ed. L,,,eited OK V- 1 01-..SE C 5 _ 3. ait Sim Gct, ti \,- -- Uns-2,,tilevitory NA . 101-SEC 5 - ,, k _....,:,' . -........ .__..,-.....-....... 4. Efack-galey Ligkti Cioc,e. '‘,,,---- UtlFeti:ifilzte-x?-y NA. /0/-.SEL'5 . S. i'mic Trte ka,:iod; Urkse.isfactory NA ......__,.. , ----- (..;. Saf-Clo2iug Z.,),,,5vicc Good =.--”` Utzseir,:atorii NA '1. Fire Akvio, Yes No NA ‘,,,--' _u17..F.4 72 8. Smoke:Etat Deteclon; Yet.,- ---T;; - ‘- No — NI,. ,- ? fl PA 79 I fix. Strialztee Sy5tR2.-1.5. Vu-.. Ne, NA v..,, NIF.P.A. J2 .....J........._...„.„...--- . :.(.2. EtK4c VP,.e.- No NA_ ,,,--- NIPA I; _ •-) 1, I t .1 Number of Fi6 1.:bi:Li2Lwith Eire- e"),..„ .1 ,. ,,,.. . _ .,...--. , liniaectooYeivErgee; - i"CS' y No S26-1 _L<;.7.-- _ 2/17,.P.,* .1,'..1 _____..._ 14-- I.2.Fixea Hood Syslt=m Yes V .NO NA i'07'A,- ,..,,, 2,1:FT-A. 96 _ __ 1 .Datc. of Lt Sevic-xt 'f,,ILP.,:$ (REQUIRED EVERY 6 -- - - iz..,Electrital Goo.6 Far Unsir.-ti-itia-ctory ..i---''''' 70 _........_ '.,.5. .(72-rvertotidad Socizek.:lOutiebi li r i.22-, 'NO, 1,..0''''-' //TPA 70 1.6. Mg Eleatl Covei.s. "Fcts t,„A.--' No iTFM 70 ... 17 OtIvr 1 e.Exc.eneeti.-Eitccage of Combusttibles Ye No ATI.P.A .30 ...............14.-17 _ Lip-it Def-4.1s ---7,7-. 7.-:---iA,----j-7-7.--- :,---H- ,- L\R.) (.CtrtqLtA15 O il .-..- HL * i 4rUiCc - 1 ..,V--rlg-. T c.P cbv...,5...,..,•r•...;...,_ L n 1e1"-; 7: j, •1-=. •..- ''f rV. f) -,' \t-7tt-2,1\q"(1 I rl li-77R:t-;:; 1?4•A . •,' ) 1,'“-k-7 ' . V ,:a4 .'.-r:--..; .T.A.,...„, .!"'. ,,,.'.,... ,' \,:-..-,1,- , t,,,,,,,,,„ -.-.' C ' Ilei 11 C'',/,...e4 r , ( I \ t7,14":-..‘6.1/..Z.::- -Nit, 44 6 li t•'" ' 'e ' V'PlArt C , r ,- i'),,,,,,:- 6 k).-,V ' 1 1...f_ h,/-. i N.-7 ii' 1 .. .--=-• 212Vi()1:':: , ,... -1.1-,A; LigliEtrep, "iitlaw of Cfi.Abez-, Ctcoupatit, Age.tit.,sigia -f&,Ispectim ..., , ...--- 7 - 6.' ' ---1 ich 7 a' ,/ .. ...., ,. _ . ptif.i1.4eLo SigtiatiFit / diaair Goa Fb,ve 1,Acohall ---... / „ i .. \ ..... .....-------- u:k ro P.f7ri'?‘:rf.`ce.`.Plre inipdeflUA F e 7:., L,e: CITY OF TYBEE ISLAND BUILDING PERMIT SIDEWALK REPAIR INVOICE DATE: 07/28/2010 DUE DATE: 08/12/2010 PERMIT#: 100214 WORK DESCRIPTION SPECIAL EVENTS FACILITY WORK LOCATION 1114 HWY 80 OWNER NAME STACYE JARRELL ( ° ADDRESS PO BOX 1576 e- Li t. Is o r I CITY,ST,ZIP TYBEE ISLAND GA 31328 Q h J r PHONE NUMBER 912-507-3939 h� f at kr S- cieo 0,1 - CONTRACTOR NAME CATSKILL BUILDERS,INC. o ADDRESS 210 CATALINA DR. (..);. a Q .3 Q CITY STATE ZIP TYBEE ISLAND GA 31328 O 9 r SZ FLOOD ZONE BUILDING VALUATION _ . D g ,ISO n SQUARE FOOTAGE 2239 4., ( � � j OCCUPANCY TYPE U Ok CI Q0.Se- e.3 TOTAL FEES CHARGED $11,931.10 PROPERTY IDENTIFICATION# PROJECT VALUATION $530,000.00 REPAIR OF DAMAGED SIDEWALK TOTAL BALANCE DUE: $2, .,..10 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: kA ! 4.Oir P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 � 0 (� www.cityoftybee.org -7 -2 C Dianne Otto From: Joe Wilson Sent: Wednesday, July 07, 2010 7:42 AM To: Jonathan Lynn; Dianne Otto Subject: FW: sidewalk at new wedding chapel FYI—Estimate for sidewalk repair at new chapel location. From: Jimmy [mailto:adwjimmy©bellsouth.net] Sent: Tuesday, July 06, 2010 5:11 PM To: Joe Wilson Cc: adwjimmy©bellsouth.net Subject: Fw: sidewalk at new wedding chapel Original Message From: Jimmy To: Joe Wilson Sent: Tuesday, July 06, 2010 4:47 PM Subject: sidewalk at new wedding chapel remove 50'x 5' 27.77 sy @8.50 236.11 replace 27.77 sy(a.37.00 1027.49 remove 301f of 30" curb &gutter @10.00 If 300.00 replace 301f @25.00 If 750.00 2313.60 1 Dianne Otto From: Joe Wilson Sent: Thursday, July 22, 2010 2:48 PM To: Jonathan Lynn; Dianne Otto Cc: Diane Schleicher Subject: FW:wedding chaple FYI—This is an estimate to repair the sidewalk damaged when the Jarrell's church was moved to Hwy 80. From: Jimmy [mailto:adwjimmy @bellsouth.net] Sent: Thursday, July 22, 2010 2:30 PM To: Joe Wilson Subject: wedding chaple remove &repair sidewalk and curb&gutter remove&repair 27.77 sy @45.50 sy 1263.53 remove&repair 30' of 30" curb&gutter @35.00 per.lf 1050.00 total 2313.53 1 :�'YREE �S% :,:, /;r wti` City o' bee Island • Community Dever lent Dept. �„ = ` 1 Inspection Report mum \l' / 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 m=om, INTERNATIONAL w,,,,.,,,, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. i l -° -' L.' ir,_a Date Requested , 1 ;` 0 Owner's Name .J Gt c t e f t Date Needed � , Gen. Contractor ,n,.4 s,k ..! -g i.4_ c c . Subcontractor Contact Information An -`- k 0 n 2 I 0 ° I ( °7 Project Address 5 i I I L4 0 Scope of Work . 4--) 0_ r , 0_( �/ai -rCI 1 , 4- a_ Inspector DJ ate of Inspection ..dam Inspection J L) , ^ c ....n,,,,n Q I Pass M ±C:0611 0 Fee Inspection Pass ❑ Fail ❑ Fee Inspection • Pass ❑ Fail 0 Fee I Inspection r Pass 0 Fail ❑ Fee ilatt4,11..5 */,240/2.5 re*g> _ij.,..J. /4 ,Wil://% -:1-'/.4'e': .-,,7: : //fit--- iitti_:---44??,--kfe j BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 897-- 6932 LAHBOS @BELLSOUTH.NET March 23, 2011 Ray Hord Inspections Department Tybee Island, Georgia Re: Special Events Project Highway 80 East Tybee Island, Georgia Ray, At your request, we have inspected the new glass panels placed in all doors in the wedding chapel. It is our opinion that the new panels meet code for being tempered and design pressure rating. Structural panels will be supplied for covering the panels in time of hurricane, etc. 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 fio 86Ea,�l :��� Pir City of bee Island • Community Devek lent Dept. ��_S& '� Inspection Report lua� u// 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 T=.` �� � ' Island, INTERNATIONAL �w�, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIL - MEMBER Permit No. JO - 0214:1 Date Requested f Owner's Name ',- // Date Needed //////� Gen. Contractor J - te."-, it Subcontractor Contact Information /-f/J'�'l�ci,.. ) L) -1 (...)I/ Project Address I I I U a-u� 0 Scope of Work. C' iE. 40i4 i rv\ Inspector I 1 Date of Inspection Li /( /`/ — II . Inspection I-- Imo! " Pass Mi Fail Fee Inspection 1 I Pass ' Fee gross Inspection - COI, 0 - Pass Er F . Fee ' \ i (3 (_':.,„.)1\) :. (:_)I k (-4°41,- i I , QpsS i Inspection t .) Pass Fa Fee ass i/ 1N \ ---\--- ►\\\ ^ etr . IP City of gee Island • Community Develo ent Dept. ��~* -` "` Inspection Report ����_ �µ r 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 _u" INTERNATIONAL ` '' Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER e Permit No. 1 f) ;' ) '..0 Date Requested F` r , i Owner's Name \ 1 -a"rA Date Needed Gen. Contractor / -L_a I ( Subcontractor Contact Information k }1`1 D ) 0- I 0/ Project Address i 1 4 1.-Lo ,- ,Sr) _IA 1 Scope of Work ( 1-:�1%r=.�Cc, I , Inspector Date of Inspection „ 7 /' / rf Inspection )-_-1a: - I Pass Fail ❑ Fee gp'5S Inspection a`�'i 1---: - -R- �s ass m `` Fail 0 Fee — -1-1:7-(-,L)' 1,--',-7-- -AT7') . i l'91.- ------41C-• ,AJL-pic_. c._ ('_,,-,-) 5-4.1 ( u i r Inspection 11- l- - 1 `- Pass I 1°`F Fail 0 Fee 6 Inspection Pass 0 Fail ❑ Fee \4/ i9fA ,..010 hia../,,,,,,t,„ 11■&,..... City of )bee Island • Community Develç lent Dept. itive`S• Inspection Report 403 Butler -- r Ave. • P.O. Box 2749 • Tybee Island, GA 31328 mum Ine....a 117ITERN70 NAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 i CODE COUNCIL // MEMBER Permit No. , i 0 - C,), : t 4 Date Requested Owner's Name . .1f---if -1 ,11 Date Needed 4 1 / Gen. Contractor .iL4 II Subcontractor Contact Information At\A 01,3i -2,4 D -I Di i Project Address I ) I 4 ,J...,_, 0 8 0 c:1 i Scope of Work - D 1 i rAcli 1 , i 1 , / / Inspector --7 il' Date of Inspection • Inspection El-- ..... Pass El Fail El F ep:rc 1• 0 Tz:( L)'-`5-147:1?- 5'''-- (c 2-.- C A C , -77-0,34-? , ci: ----1 --- 0 1 D iL, v.0 I ,‘--1. --1411::. „_,,,,,.., - tAK....t) Inspection Pass 1-1 Fail mg Fee 1\-)C) . N\ , — 1 \), a ,:10J7:17-.: --- 1--_ - .7_,,,(,:z, flA 1-141(.: l• 1 _ ‘ .„.., Trze:..0 I)(7-,rz 1-F---,'"Z6-11=- -fft7L.) ..... 12€1/V1 0 l/ar'..■ cz"-:(:)■) -7 4. 1,;:' Inspection PF , Pass 0 Fail" mi Fee_t__ __ \ i r \ / — L'A (.--4—e/I -- ----)Z0 ti i DI-L. 04.1 mrli-:::,.. Arjf"..7--,-4 -17-Z„ C._-,-, 1_,)t,■._} , - -:-F-, 60 I Dr-, V A__,0))1, Ai I, r ...- Inspection ,;) - ,,,i , Fee 13 ---) Pass 0 Fail si - I , vu4 1 .---1--- \ p -,.. K ( L --A..\Tr::is.)1:::: ,..i t._•■ ■■ L....., ,t..1.„,___--;,---E-, 4,--r...,-....) ' , 4-7-1,---,---,i ,-'---,-( C-4,t-t-1, 16:-Wo ._.)L..3.* '-:,y_ City of See Island • Community Devela ent Dept. ice`% '_ Inspection Report auk* q v.// 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 �:�� -. � NTERNATIONAL , Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No 2 , - Date Requested e Owner's Name =? �: _ ' Date Needed � x � Gen. Contractor 0a. S k . i\ Subcontractor Contact Information .rm -4-r■ 0 vl �! r 2 10- G ( 1 Project Address 11 i q \._L 1 0 1 Scope of Work . 4 e r ',(1 \ e V P r, -- I i , I . 4 i Inspector -761 Date of Inspection 2 /` 2 4///1 Inspection /4 lz2 1---i i - ,, i ° Pass I a El Fee i - Up0A/ . GC. i. 0/0 Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee I 08/06/2004 00:38 9127489542 JB MILLWORKS PAGE 01 •..•r, Y+ Yvaa it.00 YN WLEMAN COMPANY 2 356 1866 P.001/001 Kern-Coleman & Co, u..C. Cebsvltla� Enr+wcris • Ls.4 yorveyore + Lsnd Pisaasr■ Arebiteet• • Luadov•pO Architrttt • Eavironmestai Sci¢etist Deoelitber 22,2010 Jerry Beasley 2 1&B Millwork 16 Panther Ln. tAfV 2 Savannah,Georgia 31419 v 2071 Re: Window Covering Design Pressure Tybee Church.,Tyke Island,GA Ksr -Cokutua&Co.,LLC Project No.:100644 Mr.Beesley: The window coverings shall be built u indicated on the previous stampod drawings.These windows arc capable of withstanding a design pressure of SO psf,which corresponds to 130 mph 3-second gust winds in exposure category D. Pleas*feel free to call us if you have any quostions or if we can be of further assistance. Very truly yours. • KERN-COLE1+ A14& e w •• • Peter Chilarducci,P.11/4 .._....L� lrttt 7 Mo11 Couft (31446) • P.U. $oz 15179 • Savannah, G46rgia 31416 . >'hoae: (913) 354.5400 Pas: (912) 356.1065 • li•rnnil: info @kcrncolematl.4om • W•h; •ww,kbrneolemsn.cutn TOTAL P.001 . i I , ‘ 1- kili -K. -15' ' 'F'4 "tiRtj . cfr"NtA,■1°‘ I l..A.JINk.AINL_ IL.) NOT TO SCALE 'ITTOM RAIL A LA// •Y ,i'i t'''4...e FLASHING, TYP. --, \ ,, ;% •;-,., t---- 4" BEADED / CASING, TYP. . \ $''';';:.-:1 l':'0',.'' '‘. .'\, :, -• 1.. . , \ \ . , 1VNOISS34011d ' .11.I7 H. H :-.. ,...... 1, i Vq" ir , 1 ',•--- -4-. - i 6.,pA, 174- A I . - .s. , SINGLE DOUBLE HUNG UNI 'GOTHIC STYLE' SEE WIND( : . SCHEDULE FOR SIZES. GO - FIELD VERIFY PRIOR TO C N i 17 }: i i I - il ,. , i' - L 1 c..) _, -___ / .,„_, i L?a !-;(a._ 1\ . .., , /7 --74,7 ,. /./ : , ,, if ,i6, 4,,ti 4" f:. ,,,P ,, 4:1 / I - '"' i F' / :6' tP'''''' - • ' I J ' -.,,,l'f,-,,, A 7%:r2, ...,7„‘" cre.-pc.xs, 11 / 4 ,1,- ' 4, , t. 1 w.' ii , , ,... . . ; i i • , , , . . . F.,,,,,,.--- 4' '`-• 301 t"' WINDOW TYPE 'A' CASING r, DETAII a evr4.6 rt--, # ,- - SCALE: 3/4"----1 -0" ,-,,-.7.:,,:,,,:-ltw.x,Ac...41,,:i. ilila .,MERZVRtv ,-,:,.- ,,',.,,.,:::.-',, ',-,' :,.:,:. -::,-:-,•,:':: 4 '':',-',---',';`'*:74 '7°T1Pe.:M4 SO pS4' I or 1.. -- . . L.....: ; , :1,,,' 1 9i; 'a.,..-. :::;, •;,I.:, ‘‘, . ,. "I O tir,P''RE t*l O'C F4'El S 1 3 3 2i 06 N9 A 6 L■:1'1'4'1''r.1 1 P') /1 7//////'1/././. 1,„/-//,- A / ./ ...,.,.„,-,- le, . -- C4" / f /„ „ , ,, / /. \, A SIN GA,D ETC' , `-•/ ' \ \‘ ., \..t,o,k4 1**.f,„'?':'•,'1:.-1;-.•k: '1 A '4%,,,,,,:: '''. .i 1,LPS' / 7 \ if •!,, / • I A I _ ... i . t _ 1• 1 1 11 • r •• i j• I 1 WV ii . H C STYLE I 1 I , ')NSTRUCTION. L........,....,.. •. .. ..,—J 1 1 • •_,___. c v?.../ . • i') .. 1 - 1 • ' / 1 - I ' I ' • . - ic‘i-i ''- WINDOW TYPE 'B' CASING DETAIL sc,,ALL_____3_,,74"•.-_-1'—o" fi-ORT*-14%4A4,44444,,4kti#,,,,,:'4g,i ,21:44it,P.,,,,P4.7i7.4.P4,847,,, ,j'.7.'t,i,;e-w,,-Vi,7,,,-,,,,..'.1.9EW",:eljt:e-: 41401M,'7,7,1,1,ry„ ',,,rU.ka-,,V:-VY;;,,,,E37Wat4:',PitjA411:7„...,,,LY,ig,k-, v.P.U. • S a 511 :• S Y P o 1 i 10 MpIA , e>tio c, i oF Z....._ FFZOtii A 1 1 6666.,i'cars C$1 as: 0.. t PR l)00T 165 201 0 1 7:7-.61..;:/S-1. 1 7:21/N..765'3581 7e$ P 1 Laminated '7q46 - '-,'`f , Page 1 of 1 • GIa$Skfect Mca mlithlc Class Laminated Glass insulating Glass Performance Charts-Laminated Giass ir i ieM d : ...., ,,r,.,..,i r_...._ STEP 1 1 suke pa Cb (Ragute®} ;Lost Iron *Caber C Abu C eiew C elm Growl C El ensr le Gray 0 Nee J� I&Madateeas•rypetF ad!sd2 Ciunmatw Chew-E 0 Reeacga4 Os**-acreaned snip. 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(ra ‘A-- , - cam-- ' , ,,,srAgice,,,, 04/29/2004 22:50 9127489542 JB MILLWORKS PAGE 01 }rAQC �AI1���J�Yy..M�.I^�15"'��s1��Q 0�yP��e.�Q+P. w G oN)oorrJ/�►Is2t1,° le!z4f .e:'�.'m,N4.1.01R ti?,* A A MHI1 psi�YAM.MADE'$ CAT1ON ( ! V r • � SECTION NM 08 CLASS 01,A21Mv Note to*tai rs: • The specifications bebw ens offered as desirable induelong in glass and glazing specifications(section 08 8100),but are.not Iraended to be complete.An appropriate and qualified Architect or Engineer must verify euitsbitty ats putter product for use In a particular application as well as review find mss. Approved pea Fabrtaator Mauls BuNrMngf nvelopN". t34sa Descri*Male FLOAT GLASS 1,USA•Annealed float glass shall comply with ASTM 01036,Type I,Class 1(beer),Gears 2(tinted),Dustily-Q3. Caned.-Annealed Scot plea shell comply with CAN/CGSS-12.3-M,4uilky-Glazing. 2,USA-tieat-laraepthenad foal glass shell comply wills ASTM G1048,Type I,Class 1(deer),Giese 2(anted}.Quality Q3,Kind HS.Canada-Mest-strengthened fast glass shall comply with GAN/CGSW-124-M,type 2-Heat-Str.ngtened Glass,;Clsao A•Float Glass. t 1„(Lt pikccAocre .Tit(=PACT '1' /5 /VFW 3.USA•Te, 1._ lass shall comply with ASYM 01048,Type I,Class I(clear),Class 2(tinted),Quality Q3,Kind• F1:Co1r :'Y t rasa shall oorrrply wf0i CAN CGS9.12.1-M,Type 2-Tempered Glees.Chas 0-Float Gies. 4, U5i lianinaled pli 'cony G► `)7•g.LienattWr:,rt amsiiied y4sss to comply with CM UCG$S-12.1-M a:� H -°tea'_:-r 5. a'�IshM hest-atmngthened or tempered as requmrd by codes,ar is r.gvtnd to meet thermal stress and winlf ,< ..sx Monoflthla Lambalsd glass t#SNE1 L . (weeded) 1.Laminated glass products to be fabdeated in autoclave with heat,plus pressure,free or foreign substances and air 2.lntedaysr nratarlol:Polyvinyl 8utyral sheets. LAMINATED VISION LITE PERFONtMANCE CHARACTERISTICS ' 1.Laltillialfd Late 19/32'Laminate-leg PPG Salem anfb TOXL Lore 02-0.000"Clear -1,4'Clear 2,Perforation 13bereeterlaaos Thant • Dalai Winter U-factor/U-Yalu,(BMUthr-fl'-P. 0.93 Visible Light Tranernhtancs: 80% Summer U-feetorVUArelue C8h&/hr-lt.F°): 0.85 Viable Light Reflectance(ardittde): 14% Stier Heat Gast Goof{ Met: Visible Light Refec sane(merrier): 16% Shading Goefflelent: 11.36 Total Solar Transmittance: 23% Relative Heat Gain: 94 Total Solar Reltactancs(outaioa): 50% Licht to Solar Gain: 1.84 Ultraviolet trenamtttance: X176 Gorkrot Ot cme MrI*_n a*oppeei et atitoimasta 00227m for> or seducer!fiffolutslas crmanimrg perfar AOI>eesrldltr,4ebdia�rl, 1t>NnrM*POW Vol wNDn Gtnettott p aolorlalee maw of poi patona Wog les Lamm Wks*Waal l,rboratort tuff%}VY1,0171) IeyaflReM 1,17)wax Eadroo rennet Cerullo.mt art t RC 1004001.i'm Library Or tAl 1e aaed err Imma ins data 1.Lent tat u �t AutApllit(0 (ra%e�wrsbn wailer y insualkie Ole ui wen+upon.*MOM ate.sell h Ram ',Patina Operas: 1.Lent hltatiillaia supplied epee ti.I date att.tae Vowed hiss,lm.r•bone eat Waving witty tan:4.tihtr/tr q a+tehua p )wean 17.9;g,LPL Ope,e al tlie'I 51 mrtrtomnoe Peat 7);3-Vendor ewes epeaalf dal F161/124/ 9AT I " d A)3ti\417iP' O" Jip • •:: 414r/ • • _74 MILLWORKS __.... PAGE 01 __.04/28/2004 22:35 9127489542 JB M ;. 1RR0►7 411 nrn..i rtsn+ O I v9 1:5,,,.. CFR I)Dar 1W 2010 1T;20/1 7:1 a/MO.TO 1'3}41 709 P 2 /4/*/la i Aped 0 didcairtle Product Builder. Laminated 33 -*****-7. 2=1;; :alauclucillmEzzacicaliarcomaia • • I IRK ONO'tit Pairtirr+d 'N(RNbttgl'igttylowl a .t'Oat Krq'rr16.01 01 AIM'lehriKil 'MOW N'Ylit*WI 1•11f-PKrN1Mf V*KW tooloptR" AN'�e Ot trld 1 wiry OW Aida'',MAW MW w.'Pt 9Mnr 4-1 MK ud1M11.1 t(,t♦OOI AN Pt ,Y'I el.V/4Pr I�I IC'PI1 II ltktfl•I FR ft Ile fa liter Mt it yew 1Krr.' it NINO y swltiefaFRr I No rroy ramrl.owaisfkrr trlrt �tl Aru WINA1$tld dM llttWl C4 r4'WCd4ldtr t-trrgrtaaYtrwyw d Or. IMhd4.1 i W O'£frbvC rd7 t 'Yy*-t Ad ON 1F2-IYYmvRlal p!NOW'4/413III44404441111tt'd- /;) 144 li:0'.' ft ''' Allii J y ,,+ ..4.i 1i ,,,,,e' ,, h , ,..r f • 04/25/2004 05:10 9127489542 JB MILLWORKS PAGE 01 FROM All Ar, r►ewn a:..a a4. tWKWoov is wow +o:ate:, 0:5z,N..7,10*es171* P a AG c Look Beyond nodes il.fth Amato AGC Glass Calculator Performance Data Litt 1/4" (6 mm)Clear/.090"(2.31 mm)/ 1/4'(6 mm)Gear Comfort E2#4 transmittance(1.1) 78% Re actance-Outdoors(t,fa) air Fteectan ca-Indoors 0% Transmittance 56% Reflectance-Outdoors(moil a% t7 78% transrnittince 0% Damage Weighted Index-ISO 4016 ER .a 7%•` 'r` .,.slack..-- 0.93 Winter•Air 0.64 Summer-Air 0.51 Solar Heat Gain Coeffident(sPIOC) 043 hCrwi, : CaLC Ott Shading coamdent 0.73 OWE 40 Go, Relative Heat Gain- 6TfNNesai. Ft. 153 + ' it11 Light to Solar Heat Cain Ratio 1.24 *Performance vawat pre based on repretsitativa production samples and product modeling Meta using LEN1V Optic 5,1 anti windows 5.2.Actual values ns may differ duo to variation k+the manufacturing proeeea y a►► *Thermal sbsues or wilding code"may radians the use vF haat•treated glass.This document Is not an evaluation cf the risk of pine oraskage from thermal semetfts.Please contact AGO;Technical Services department to erasure the Correct ewe of tneaa to be sue pe.a For the etruatere. IIIMMII11.111111111111/11111111.111111111111.0.111111111 Comfort Ti LOW 111111O0WWW(MAT1N6 AGC Rai oww Norio AmMlga.Ira,as ptitt a J.opn.aaa wht Olwn Calm-aer wptlde lia.l ai•••tatnwq•tin bit a'WAWA at tindrMSbndklo art......1110$Melt Octe ti ImOellea glass sol rdoete that we Man praelloe mic leceroloalcsei tom, AOCa G ireort Ti eelleaweekeivry,etiAer.oweei atm pioducia O aagnw to mimeo oil away afwmCY—as welt n Itlete n trarwatanme and War neK,wra.Oo.eloft ll awn.Mat a 081.r•riait a Plearlinall roci WOW*l nnda—deeming beer annual energy cow*wawa Daman rod•bsiurha _epoweema.ACC Ana•Caabe TI'elution 1dr,every ENEMY STAMD raper h le,th Amato—a rue M products Mired a eolacely ear commercial butane rid prkele weitemon•,At cc Flit(Mare Witt mete.0$+c.rs 0$o entea nr,anr»iiirwr�+rrrid'm*•r►o a,rrr el�r of lea imees7 Nieaha Gilmore Tt proem*—a ckellae MO*caralbrt It cveO e.tar as tinted sad( onto.eta,mace. p / 2D07 ACC Mat Okla ldoett►Aaa$rn,Inc. u at/ ei cg Me_ (� td" 6/a AN notes rammed, /3.0 ,f r A h e ,< S o 1.j- r LcR j 404re . 70t.,‘ .T. f���g /4)64 Pk del/1447214o 1 s k ft"7airtr y , `OM- .1VC:! Y8 24,M, 14'.06,^37-• Ydp:.r;.3dTd.�,75:3e7e; 7'4Z es y AGC 'ig - Look Beyond nd fiat Glass 1irrtiv America AGC Glass Calculator Performance Data ;'Cotttty.irr�liver Lite 1/8" (3 mm)Clear Comfort Ti-AC23#2/ ,030" (0.76 ram)/ 118"(3 a sm) Clear Visible t fight Transmittance(LT) 41% Reflectance- Outdoors(LR) 10% Reflectance - Indoors 8% SQl<n Eidtit�L' Transmittance 19% Reflectance - Outdoors(ER) 33% • U.V. Ltc�ht LT_._.. 41.% Transmittance 0% �r _ r � Damage Weighted index-ISC 28% , 33% Winter-Air 1.00 Summer-Air 0.91 Cat}yet ktaiticc, Solar Heat Gain Coefficient(*HOC) 0.34 Shading Coefficient 01,39 Relative Heat Gain - BTU/fir/Sq. Ft. 92 Light to Solar Heat Gain Ratio 1.21 'Performance values are based on re:resentatile proiu:ttor samples and product modeling data asittg'_3t:.-Optic 5 t as‘d s`E1nd VlE 5 Z.A run V1',115 may differ due to variations io the nrarufacttrrtng process. tie(mat stresses or buf,d!ng coots may r iuhre the use of heat-treated(Vass,This document is not an eveitie f t n of the risk of ti ais bretaac e from thermal stresses•Please contact ACC's 7zchnrcat Ser oces department tic ensura the correct.farm of glass to be suppled`or the struct.tre. Featured AFC Ccyating Comfort Ti LOW illtitiosstvrrY COA11Nt AGC Flat Gies North America,1+ia.,as pad of Japan-based.tsthl Glass Co.Ltd.the worlds largest font glass oneoPenY-flan bull a reNtitIon on ImdetsmtIOI 6 customer needs—and responding wit innovative glass solo ono that ate bolo)aractSsi and t+ct r ogicafti edvar ed. AGC's Comfort 11 feml1y of lovhemissivrty,sputter-coated glass products Is designed to reositotze enemy ei4t nnoy_as wee as visibne light transtnittense and ads neutrality- Comfort Ti glasses met a wide range of performance and geographic needs_.delivering tower aimsuai J COStU,rar corrsfod,and a bewail( appearance, AGC otters a Cordon 11 solution for every ENERGY STAMP region in North Arnirica—64 well Jsa Products drinks eflesikelfir for oderlarziai buildong:1s and Ovate residences. AGO Fiat Glass Nbrtti Atr e&w,Inc.is totnruit oti la mail im:itag 3ia Aa ty and eva4st+dity of ha industry teed t:Ocifott 71 pmduots--including offering Comfort Ti soattr,gs#w Its rioted and Loor-Niaiistensinw glass products. C� c ge-„I.e) (¢(07--7;c)1( i ) 7/•/ -OA?C -) fr t iyy� i\l '°y City o( bee Island • Community Develi pent Dept. NEW i Inspection Report su / 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ==�`i) INTERNATIONAL ��„�„m Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' MEMBER / Permit No. el 0 ° 2/ {-o Date Requested iii X !, 9 7/1 Owner's Name \�l Date Needed / / Gen. Contractor 64:71Z,W.-s I I Subcontractor Contact Information Ci--PrZirLS q 11 . /� Z - ?L 1) Project Address f / 1(4 )- L U P Scope of Work . �;7! [r' ��,"= /6 I j_- L,i /, Inspector Date of Inspection �d Inspection ^�i It-44-1 h , �? - Pass El F=4. Fee —7, / , - I 4/.7_/ c._ /\)__. / 04_04:-/--,_ r-i->Z7..: i 7-- ,JA:- _ !�,.I �J/ 7 �..tTl�/?/C. , �.-:,-/c,/,_, �Ce:I J 1 U�,1 , Inspection 1J r://: _-171-:/ 'z- (-) Pass ❑ Fail El Fee L ” l `"' . �,� --� 0, -, Z,6 �� 1— 1 ' / Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee 1)C Result Report P 1 01/19/2011 11:32 Serial No. CH35228060004 MC: 227654 Destination Start Time Time Prints Result Note Georgia Power 01-19 11:31 00:00:45 001/001 OK TMR: rimer TX. POL: Palling ORG: Original Size Setting FME: Frame Erase TX. Note MIX: Mixed Ori anal TX. CALL: Manuai TX. CSRC: CSRC.g9FWD: Forward. PC: PC-F x. RL'Y.': Relay!. MBX: Coonfiidential. BUL: Bulletin. SIP: SIPn Fax,FIPADR:FIP Address Fax,TX. I-FAX: 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, M-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. TN& ���. likor RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR ' ,Ir s.1:I I - _ FAX TO: Lyaa Bresnan 9237 Phone 912 . og: . �oz TT — - O<oZ!,a4S a6—ZOOS" 1 t) —47 Z-9 � I r• a - - 3 Ga-+-1..t a - 62 s Location Address: 1 I 1` 1 1-1.3.-/ Lot# Release Date: 41IRf Type of Release: Teen orary Permanent Sobel Name: Electrician �-� l �tL�= Electrician Phone Number: lC� ' 'SLS`�,� caa Owner/Builder: 1 I I Phone Number: -'J b -/D r Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: _ Type of Release: Temporary Permanent Subd Name: Electrician:, Electrician Phone Number: Owner/Builder: Phone Number: w- ino 111&- NI , , , , 0110' s,,a c� RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR - . FAX TO: Lynn Brennan 9 -37 Phone 912 �@o rg;Q 'P�cve r 3041- 26,4440 3o6-2'90S- 1 O `D 0 Ca-4 tt y 30$ 2 4025 Location Address: 1 I l`-- n-'k Ai Lot# Release Date: a al" Type of Release: Temporary Permanent Subd Name: YP 1P Electrician• ,�1 -Elite_ Electrician Phone Number: -�-,S " 'i Owner/Builder: L -I,51G i I I Phone Number: 2.10 - /D l Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: ee \�\ �" City a 'bee Island • Community Develi._ _.lent Dept. i„ h C ` r Inspection Report �om / 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERZONAL Phone= n«' Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL /� MEMBER Permit No. Date Requested /r l i// Owner's Name / Date Needed i/i�t Gen. Contractor -,i.l:A// Subcontractor 1 i Contact Information , / � ibt.i, Z . ) - /U/1 Project Address / //�-I / ,,,.;--:/ , ") Scope of Work 1��)/ /it), - fr- -� %/ 7 I; �A /Inspector '-3/7-) r Date of Inspectio r , : I Inspection Li(.(.,,,)A-/i Pass 1i' ail 0 Fee 4 ,J) 0-7)>47.5 - -/ /,4-. r (.1j �� &J / -j /) i/ // /t) ,A0 /% ,' lj, __, , ,Inspection Pass 0 Fail 0 Fee Inspection Pass El Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee ^-t- „,, City of )ee Island • Community DeveloE ,ant Dept. ��` s,^v q Inspection Report ��� \ a/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ell.Ta INTERNATIONAL \n Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER i Permit No " ? Owner's Name '\ 4-1 - 1 Date Needed ' ' ' I Gen. Contractor Subcontractor Contact Information N H I, ?Q.►Al._,-1 0 • 10/r ) / 6,4,, Project Address II I '4 L3/-'�`� ... ' I Scope of Work , ._ -�l J -,_.) ! -- _ Inspector - 71 `r 1 Date of Inspection / /1 (-1 //1 Inspection ,-1,....,L)_,11-Z - Pass QPSS- •I 0 Fee r _A.3(1 I ss j z ,.___,---c....-—7......7--,",,, t/\3__S ---7 1...A.,. ---') Inspection Pass 0 Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee .�yBEE „y, =`=` a°,= �"� City of bee Island • Community Develc lent Dept. 1�t% µ1 ' a Inspection Report mask*_ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 r �� y INTERNATIONAL ,. , Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL" MEMBER 1 Permit No. )& -I) -/ Date Requested / / i i Owner's Name Date Needed 1; e( Gen. Contractor % ` r e4 ii Subcontractor /t.,r?U.. Z 2 ,.,, - /G Contact Information A.)--/-6z),‘„).2 2_/J-/ 0/2 G g'` ' 1 J L Project Address //R/ 41.) g() Scope of Work . ---;)/ !%_�lir- l- 1= 1 /, / Inspector "-71!j Date of Inspection /,/,'L/ t Inspection 1 It:141 -RA) -- Pass El Fail Fe ‘,� --h Inspection fT�_` .,t.uc.-f I Pass Fail F tPIL -) 1---7---e. f v i Inspection , , 1`\ ,. 0 'I - Pass Fail 0 Fee& �.�,Q 7r-1,(1 .. - -- 1 k E ��► 1 1- 1 c} 1 i_l 1 \ 4 i‘ i c)c7. ,,,, ,, -71_--ci,_ ._ijL,, (., ,.0 i A >,--,)-17-_,_() ---: (_ ,4„ui k_._ !'`.11 ` �1 1G.1 1"- v--� l I �,„ L ) Inspection Pass ® Fail ® Fee 'IJ i 'pia CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICKUP DATE ISSUED: 01/14/2011 PERMIT#: 100214 WORK DESCRIPTION SPECIAL EVENTS FACILITY WORK LOCATION 1114 HWY 80 OWNER NAME STACYE JARRELL ADDRESS PO BOX 1576 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-507-3939 CONTRACTOR NAME CATSKILL BUILDERS,INC. ADDRESS 210 CATALINA DR. CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2239 OCCUPANCY TYPE U TOTAL FEES CHARGED $9,617.50 PROPERTY IDENTIFICATION# PROJECT VALUATION $530,000.00 PICKUP ONE WATER METER (1-1/2 -INCH) 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: e ./ 14- 0 P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 V % U S (912)786-4573-FAX(912)786-9539 www.cityoftybee.org L t,cl p ,et, City of 'lee Island • Community Develo, ent Dept. = '7AI,r . a` Inspection Report m� ■ � 403 Butler Ave. • P.O. Box 2749 • Tybee Isla rid, GA 31328 ==�a Phone 912.786.4573 ext. 114 • Fax 912.78 INTERNATIONAL 6.9539 INTERN UNCIL MEMBER Permit No. IC - 0 2 1 q Date Requested I (0 - ( I Owner's Name �i I`C. ( Date Needed Gen. Contractor JQ 'S i t i d j,5 . Subcontractor Contact ]C formation jA n ^t-V-N , 210 - i C i 7 Project Address 1 I I L4 OwyYRn C k --.) Scope of Work . p P t_ . n i 4 e -- 0 C, I Inspector Date of Inspection Q�__� 5Cr0i.) ro4, n �/ Inspection I , r 9 vs/,, ` e Pass El Fail g Fee 04- �� i (Zi1/42-, c) .—, T--W7. 11-72? -a) Inspection {�-i v ,L.,W( pr2 � ass ir- Fee 4, ' (7Z-047(), r=1 OoZ f- 0 /\1; Inspection Pass 0 Fail El Fee Inspection Pass ❑ Fail ❑ Fee �`-�te�"'"�� City of iee Island • Community Develo, ant Dept. '��-'= Inspection Report p °// 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ==�� \�� INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. f (� - 0/7-1 L.i Date Requested /y, ) i d f Owner's Name \J( 24 Date Needed Gen. Contractor i_rr-tsi1f Subcontractor Contact Information f-t ! i0n)..� 2J U -I 0r? ,,`` 14-1.' Project Address II I `t' A)\.7 <5(2 Scope of Work k, (1) v4'1 WI A Inspector '1]'i Date of Inspection ,P- • I. /, I-) Inspection I V P - t-4 (?v� Pass _ �� Fee (0-11 I ,41 C-:-vv\ - I-7 , 1 3- --.-\ 1-7-) L.--)c v—i 3(1, c4,,,,..) 17..---+ ,:---- c-- . 1 Insp ion Pass ❑ Fail 0 Fee 1 Inspection t<.. )•--E �.�-!L.cab! I Pass Fee CL, , ,,46-j ( - )C I 4.„ I ,i--; ,,) int 77::::(— ) Inspection Pass ❑ Fail ❑ Fee City of,; lee Island • Community Develo(` ,'ant Dept. Gi►�-_ °� ��� Inspection Report ima Iv% ■.msri ,� 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 -�� INTERNATIONAL «n ,. Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. / - o"'./1 Date Requested / // Owner's Name j4a4 f Date Needed l ,!�r /. Gen. Contractor L- ' 1 /7 Subcontractor Contact Information 0").. ` 10 ,/v/7 Project Address (J/L/ f l J _90 Scope of Work r �r)J /1rn Inspector ' /q Date of Inspection ( A>-- 1 1 Inspection I\j 2 r4-1 - Pass', Fail Fee 1 t� , a % 1)�16/A6 //., 14) PAL Inspection i ,� 1 r 17-1j c.,- ,,,,..)A-11 - Pass El Fail Fee 1 P1 00-2' vu/441) i 4' /� /I Inspection Pass El Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee �E "�., City of ►:�\ C y bee Island • Community Devek )ent Dept. GP% -,, ' i Inspection Report 403 Butler Ave. •• P.O. Box 2749 •• Tybee Island, GA 31328 .=., ,„ ,% Phone 912.786.4573 ext. 114 • Fax 912.786.9539 INTERNATIONAL .786.9539 f CODE COUNCIL f MEMBER Permit No. /0 - Z,H4 Date Requested ,!2 l�/i 1 Owner's Name ∎„ '' ✓,,= -<:>, e� / Date Needed /� �,/f Gen. Contractor e , 1 Subcontractor Contact Information (,i\);LkD \J --7 2l 0 - /0i' 7 Project Address // �;� `r__, L� - -)L) Scope of Work . / .f4- ) skim /,,,.�ss Inspector -2/ Date of Inspection Inspection '`/;)f} ~- Pass ®� Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee P"�\ City o fbee Island • Community Devel lent Dept. �t l Inspection Report .=i` 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 -�� "° Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER i Permit No. j Date Requested // , 0.,/u Owner's Name '-j���` E,A'i Date Needed > 1,40 Gen. Contractor ( J I Subcontractor Contact Information "1' 2AJ -2,1 ..) - 10 I-7 Project Address I 1 14 -k�3=P.. _---, f Scope of Work I Y-""„ - -71/ Inspector Date of Inspection riKre\ Inspection f- //4i7 ,f-7 I\lal } /3 Pass 0 Fail Is 5 ,7(,,ii:71 4-- --e7-- 017---- —. t,31.4 ),,f; OA ,X, °P; " 0(r... 0,1 r—,z) c 0 0 <:, t ., ) -Pi gib / ( 1,44 4, ,,. i --, (vi-\ --• '...,4,-- ---t. 6) i- r: LI)(... - r-g)-Lt -)G- 1 I C 1 1r i11: . � ' -'d- �.J 4;,) 1 (Z.-- $ , --1/Z...„Inspection Pass 0 Fail ❑ Fee I Inspection Pass ❑ Fail 0 Fee Inspection Pass 0 Fail ❑ Fee str City of '3ee Island •• Community Develo ent Dept. = y Inspection Report ��= SKr ��l ==�� C °I�! 403 Butler Ave. •• P.O. Box 2749 Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 INTERNATIONAL Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. L' (--,'�. . " �t ' Date Requested 1-2,11 �iv Owner's Name \\k--)-4-73-(--' ,11 Date Needed i Gen. Contractor ,�� Subcontractor Contact Information 4641 100 / 0 -f 0 I-7 Project Address 1 1 4 (i--it.A ,., (-ar) J ii-4 Scope of Work. �`) (, I r;�,��°�� ��=- , I ' Inspector .) f 1 Date of Inspection app t ' ii u Inspection 0 P - _ Pass 0 Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee YBEE !S%ty t���. �; City of" ee Island • Community Develoi .tnt Dept. ��=w (`" Inspection Report ��=� /. 403 Butler Ave. • P.O. Box 2749 • Tybee Island == : y GA 31328 INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.7'86.9539 CODE COUNCIL` MEMBER Permit No. Date Requested Owner's Name -r P ( ( Date Needed I 1 2 L _ E 1 Gen. Contractor I t Di 0 . Subcontractor Contact Information ri �-�-, . - 2 1 0 - 4 0 7 Project Address I ` *°w C) Scope of Work . i';P C _ r I v s, c ci f , 4-4 Inspector Date of Inspection Inspection =r,<J l o4' o ,-,-� e 0C- WO i l Pass Fail EJ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail Fee Inspection Pass ❑ Fail ❑ Fee ri EALECTION• 50O r r Spray Foam insulation DL"1'IILEC it:S:\i ia.(.. is a two-component, open-celled, spray-applied, semi-rigid polyurethane foam system. This product is a fully water-blown foam system with a very low in-place density. meets the off gassing requirements of CGSB 51.23-92 for new residential construction. has been approved by the EcoLogosM (formerly Environmental Choice) Program of Canada and is listed as a Certified Green Product. complies with the intent of the International Code Council's residential and commercial building codes for spray polyurethane foam plastic insulation. Method Description Value ASTM D 1622 Density(core) 0.45—0.5 lb/ft' ASTM C 518 Thermal Resistance 2 days @ 76°F,per inch 3.81 ftz.h°F/BTU (R-value) Thermal Resistance 90 days @ 76°F,per inch 3.81 ftz.hQF/BTU ASTM E 283 Air Leakage(Air Impermeable/AW 2006!RC Requirements) 3.5"@ 75 Pa(25 mph wind) 0.001 L/s•mz 5.5"@ 75 Pa(25 mph wind) 0.001 L/s•mz 10"@ 75 Pa(25 mph wind) 0.002 L/s•mz Sustained Wind Load for 60 minutes @ 1000 Pa(90 mph wind) No Damage Gust Wind Load Test @ 3000 Pa(160 mph wind) No Damage ASTM E 2178 Air Permeance if Building Materials 3.5"@ 25Pa 0.001 L/s•mz 35"@ 50 Pa 0.001 L/s•mz 3.5"@ 75 Pa 0.002 L/s•mz 3.5"@ 100 Pa 0.003 L/s•mz 3.5"@ 150 Pa 0.004 L/s•mz 3.5"@ 300 Pa 0.008 L/s•mz ASTM E 96 Water Vapor Transmission(Class 111 Vapor Retarder at normal installed thicknesses) 3.5" 6.6 Perms 5.5" 4.2 Perms 7" 3.3 Perms 10" 2.3 Perms ASTM D 1621 Compressive Strength 0.7 psi ASTM D 1623 Tensile Strength 5.6lbs/in2 ASTM E 413 Sound Transmission Class(STC) 49-51* ASTM C 423 Noise Reduction Coefficient(NRC) 75 CGSB 51.23-92 Off Gassing Tests(VOC Emissions) Pass(No toxic vapors) ASTM D 2863 Oxygen Index 22% ASTM D 1929 Ignition Properties(Spontaneous-ignition temperature) 1040°F(560°C) ASTM E 84 Surface Burning Characteristics,6"thick Class I • Flame spread Index 21 • Smoke Developed 216 ASTM E 119 Wall Assembly Test(non-loadbearing) Pass 1 hours *based on specific wall design. . VOICE P.D. Box 1224 Dublin, GA 31040 Phone(478)676-3316 Fax (478) 676-3326 Cell (4i8) 609-4408 DATE: NOVEMBER 23, 2010 TO: FOR: Catskill builders Tybee Chapel Church Attn: Anthony Fax: 912-786-7512 Phone: 912-210-1017 DESCRIPTION AMOU T Scalection 500 Sprayfoam Insulation applied to Roof Deck $14,300.00 R-VALUE 3.7 PER INCH/ 6 INCHES THICK =as DRAW #1: 1/3 COMPLETE } $4,766.00 DRAW 41: PAID $-9,766.0© DRAW #2; 2/3 COMPLETE $4,767.00 I J r I TOTAL OWED $4,767.00 Payment is due upon receipt. If you have any questions cancerning this invoice, contact 7amle t i f9?B) 509-440 or visit us on the web 0 www.ener9ysmartinc.com Thank vcu for your businezz! I!I d ca LZEI£Zit-OIOZ City of )ee Island • Community Develd ent Dept. f ) Inspection Report ��` , ;; / _��� 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERNATIONAL .,n � Phone 912.786.4573 ext. 114 • Fax 912.786.9539 cooECOUNCir r MEMBER F Permit No. 1' .<' >' Date Requested ii ! i0 I Owner's Name 4f0011 t Date Needed I i )f:/// J Gen. Contractor )!,/( Subcontractor Contact Information I)DA) :2i ) 'J/ Project Address ) } lH )--- - .1, . 1� I 10_4- Scope of Work ''' '' '' I I--lir:: ._ 1-7-)c-I ( --/ , f Inspector it Date of Inspection 'ASJ 1,I I!, 1, , �`� _ s Inspection P, -/3 -r1 kri L ) -- l - Pass I 0 Fee `, % _-1- 1 C /V- / (- 1 Inspection Pass 0 Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee 6te 444i,,;.,v\ Dept. l °! , City of )ee Island • Community Develo ant De t. /\` y Inspection Report �� ` 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 --ma �% INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.78 6.9539 co of couNCi MEMBER Permit No. // -1 ' ' 1 Date Requested , ' / � �� • t 1 Owner's Name , '.=41 Date Needed i A i 1 -� Gen. Contractor --/-1-17),-; J I Subcontractor Contact Information PtIC...)-1-11)0k1 -7) 0 - 1 C.)11 Project Address ) ) I -j 3 n Scope of Work - _ -=1r, '->51-- --6, , 1. I _�; 1 1 Inspector 'i 1(1‘ I A P Date of Inspection-� I/ � s,4 i D Inspection -. { , ,L3! i -i t�\ Pass ® Fal Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee Inspection Pass 0 Fail 0 Fee )ties J ►\�,� �? City of, iee Island • Community Develo ent Dept. G�t� I\. r i4 '� Inspection Report mai% �/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 °-�.. INTERNATIONAL ��"� x,, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. I , - (-.)1 ,?i `>, i Date Requested + i r Owner's Name -,�2r ._.J Date Needed _' Gen. Contractor (1,(3---17,L.-., I i Subcontractor Contact Information A K. 1(1 J1--i 2, 0 - i O 1 r/ Project Address I ! S - -7 Scope of Work - '`N, 1 ._ , , 7),- , f i t,'s e Inspector I/ 3 Date of Inspection Inspection iil -. R 1 NJ.4;.)ii b�) ` Pass 0 Fail 0 Fee 7,0' _ _ Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City :•;:-Nt-_ City ot -bee Island • Community Devek nent Dept. (,* ,- ' lal kl I bk Inspection Report Rounk 4. -), 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 mm....ra /'', INTER N7ONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL 1 1 MEMBER Permit No. 1 0 i 0 Zi 4 Date Requested Owner's Name \\104(-- -ft..1) Date Needed . watt I / 0 1 Gen. Contractor 7711;le:-k I I Subcontractor Contact Information ni,y_f, ,,, ) 2, 3 _ , ,,j(--) Project Address Scope of Work '''----) 1 'i--;41/Trz:-/ 1-5 i---Ar:i I, -1--) •inspector )1 Date of Inspection -0 i 1 t , 0 inspection X Pass 17Fail i El Fee Le--t. )----.. loiL '1.-c,),4-1,---N. ,,,.... ----i -. \ 1 , inspection X -1-)4i7--;---1 /1 ( 1-`178_7(1 1 - Pass 'Fail 0 Fee ((--- 1,)77::• --) 1.-- -Z /-6-3/1-nN inspection (V4---) °- p:-.--:ss Fail 0 Fee e \ N .--- 1‘ Inspection Pass nii Fail Fee N') -T t- 1 /- \ tc41 c-,c),) . 5 (j d1 \ I J\ i u _-' / 1,-\i/I Z K. 1-.1 ._ ..) r 1/ cs .',.- , e hIl■'s •- City of ' e Is Community land • Cnity Develc )ent Dept. Mk% ).e _ Inspection Report mem* 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 imint......1 INTERZONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. i -.), - DIA 4 Date Requested Owner's Name 4112l2%41 Date Needed i 47 ....ii !o ,-, ii-7 Gen. Contractor 7:- ' i A..4 I j Subcontractor Contact Information (1 i• 4-11(.),- --. -2/ D Project Address I 11 L( i—(cAl S D Scope of Work <--: I : I Inspector i c.: f 1 Date of Inspection / I ) 17 ,//I inspection ---1 2 ( 1-7-)(-40 Jr... .. Pass El Fee / / ., __ / , : /7--,1/----1 / 14_,......---.1--i C7"' Inspection/ Pass D Fail 0 Fee Inspection Pass Fail D Fee Inspection Pass 0 Fail Fee 0,/,$_ t City of bee Island • Community Develc ,ent Dept. `• P Inspection Report ���� ! 403 Butler Ave. •• P.O. Box 2749 •• Tybee Island, GA 31328 �� \\ „ INTERNATIONAL ,,K ,3 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. I n "" '0 2 I ' / Date Requested I 0 15-- I cD Owner's Name •J ; C r e. 1 d Date Needed 0 - 1 3S - I Gen. Contractor O-, `> �r'� , i I P cirS, Subcontractor c3 k(; cR i<c Contact Information I,-----71 - /Y1 OC, 10 - 0 3 "7 J Project Address I I 1 4 a L� . ? 0 / 1 1 Scope of Work . ~sr) P L , 0. t ,eVef� 4-S � t , Inspector ' I Date of Inspection 1 ` / 1 I Inspection r i r 7i Pass 0 Fail ❑ Fee ) Ci ri) .__.: _, ( A__) V...:l - \--.\) V1t51:-;-- L'/"J C)'- ---6 )kj //J{>. --, Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail El Fee Inspection Pass ❑ Fail ❑ Fee City of bee Island • Community Develo lent Dept. 1121%i l. r Inspection Report mu* i% 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 �� M % INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' ` , !! MEMBER 1 Permit No. 0 ° 0 2 I `-i� Date Requested ! C) - I I - ( 0 Owner's Name e Date Needed 10 - ( 2 ` ; 0 Gen. Contractor Co°\ S !� , ( 1 0 15- Subcontractor Cc 71 4- , 1 A: r Contact Information /4_ JC'� GJ (o i lD Project Address \ I \ L H u.1 . SO (.4)NA1 a� - , u / (0,) Scope of Work `JQ e Z. n k eve r-4 S -CO ( , 1 Inspector '2 /,-/ Date of Inspection /:j. /- ) Inspection Pass 111 ^ Fail 0 Fee 71)c-)1<-:-il r) I i ,L2-1-- / »,)5-1-1C '''s/ Inspection Pass ❑ Fail 0 Fee Inspection Pass El Fail 0 Fee Inspection Pass 0 Fail ❑ Fee - License Management - uew) '` AN El Q` File Edit Options Functions Consoles Help License 02065 Issued To 'ROUNDTREE ELECTRIC 11 Period J 09/14/2010-12/31/2010 L. License Code 9918 ; REGISTRATION-CONTRACTORS FPI. — — — General I Fees ! Information I Comments I History I Footprint -Licensee Information — — , r License Details -- Attention 'DAVID ROUNDTREE Pending no' Address PO BOX 198 — Origination Date 974/2010 -t; SYLVANIA,GA 30467-0000 Effective Date 9/14/2010 , "° Expiration Date 12/31/2010 --- I Termination F Business Information Renewed Date Business Class ELECTRIC ELECTRICIAN,CONTRA Printed Date 9/14/2010 =. Report Code 1238210 Electrical Contractors Balance 20.00 Contractor Pending Activity 20.00CR 2nd Contact ROUNDTREE,DAVID oQ Same i Property Address OFF-TYBEE IL [ti?t BUS PHONE 912 863 4589 City Limits C Inside r iut ioe GA TA`; ID FED ID# ! 58-2096406 , Exceptions 2- r Edit This Record ci Clear I View I dotto 09— ( 4-10 K1e,ui o , -r;, ..A 00,3,_r-a_ c"\----0 sue° 1.YPEt rt ! Sr %�����, City of 1 'ee Island • Community Develo' nt Dept. ��� Cw. Inspection Report ���, %. 403 Butler Ave. • P.O. Box 2749 •• Tybee Island, GA 31328 o:�� Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. -�i' / Date Requested A r J Owner's Name �, ... / Date Needed cr:' -0 t / Gen. Contractor (, /l Subcontractor Contact Information A 4--) :2162 '/J/-7 Project Address /i/LI /-7c-c) �7 Scope of Work . a �/ , f=22' ---> ,7<6, / / Inspector 2/� Date of Inspection ,er, dlr(-) Inspection , .. '-T ,, - I Pass-Fail 0 Fee 7_ 4/,-S I-1; 1.3/1-i i:/ L),:i\-9/) (--\---) iti Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee 74 ‘,T6,.•-,.\ City of- ee Island • Community Develoi, ant Dept. 1116X 4• • -- 1' ,,- ,4 ) Inspection Report 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 mom\ Im.....2-1 INTERMNAL CODE COUNCIL MEMBER i 1 Permit No. / 0 - r' i'---4 Date Requested Owner's Name \--- --A i Date Needed -----)• Gen. Contractor r+54 -4 i Subcontractor ViA.";r1i 1 Li -k-ic..... Contact Information \f))43N),----- AO L.I.- - L („ ') ; I Project Address I i I CI It- 00 Scope of Work -----:)i - i \, 1--, , () / I, , Inspector Date of Inspection _ ---- - Inspection Pass El Fail El Fee .... I / , 4) , 7 , - if /-,17,)(:,--- Lo,5 ,::, 0-J ,._,, .;).-- 0 '\/// --- A-:..- Inspection Pass 0 Fail 0 Fee Inspection Pass El Fail 0 Fee Inspection Pass 0 Fail 0 Fee TX Result Report P 1 08/20/2010 13:09 Serial N0. CM35228060004 TC: 199939 Destination Start Time Time Prints Result Note Georgia Power 08-20 13:08 00:00:44 8g001/001 OK gg Note MIX: Mixed Origginal_TX11CAALL:CManual1TX.Original Size gFWD:FForwardMePC: PPC-Fax, RLY: Double-Sided MBX: CoonfiidentiDirection., : BulletPin, SIP rSIPnFax.FIPADR:FIP Address Fax. 1-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PH-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, LOUR:Receiving length Over, POUER: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 SAVANNAH ELECTRIC_FAX TO: Lyaa 13reaaan 9 1 - - 'i7 Phoae 912 4 ��JJ 3 o .9 ah� `-� G��-+�% 30 1- a 4-as- Location Address: 1 !) �� Lot# Release Date: jjZy Type of Release: Ternporary Permanent Subd Name: Electrician: lzvss�,!/ �{ iC Electrician Phone Number: Owner-Builder: �fy- Kt iI �O S- - Phone Number: d—I D I Location Address: Lot# Release Date: 'Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwnerBuildcr: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Ruilder: Phone Number: yr; V, RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan X37 Phone 912 3 042- 2 co ySo go(o-290S- i D �f7-7JJ 00:44308- 2(-/5 Location Address: j 14 't4 4iD Lot# Release Date: S /6 Type of Release: Temporary Permanent Subd Name: Electrician: ��.1�5r�•(,� —�l� Electrician Phone Number: g 4-130? Owner/Builder: (-"ja---ksiG1 it cDr3,5-4 Phone Number: 21 O -I o l Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: V City of bee Island • Community Develo ent Dept. Itts-% j Inspection Report mum% µ %;' 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERZONAL ��A �;j INTERNATIONAL � Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL" MEMBER Permit No. 1) ice''`%.I .s Date Requested --t �� f Owner's Name \A-71"--- 1 ( Date Needed `/% � /I ;�) (( r Gen. Contractor (ti4 f' R�` 1 , i Subcontractor Contact Information C) -L )( . ?I �L) ° ik.J C' I Project Address I I I 9,t1,u ∎- S Scope of Work " ( i r`--: ,. ° !''; I 9 / Inspector --° 1 I Date of Inspection .!1/ / Inspection 1—(,)r )4."1 NDC � - _ a4-0 I Pass • a I Fee l K. I (\)1-Z C.1^-) 1.----T-Zo ) Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail 0 Fee te t ; 3 ,r , ��./ ■ , ,,„ :,,,J,,,,,,i0‘1,-,\Liv,,, )Qi=(t, lot.1\°,4, 1.1j,' s«ttis,ilJy\ 1 aim City of ` bee Island • Community Devel( ,4ent Dept. Inr3k j E; `.. Inspection Report ��® \ / 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ue* `:,,� ,/ INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. ! "0 Date Requested I - i7 ` / O Owner's Name �1 Q*r c,"' elk Date Needed —7- I q - /C) Gen. Contractor 0_e14-C , 1/ ..... i ci t LS Subcontractor Contact Information CD CD- 3 / 4s roject Address 14 (-.) . ` , ,Scope of Work r e op �/ 1.p _, -� F-P e r Gt r ✓e -- r C ( L Inspector Date of Inspection ,;;"/ -) f Inspection *---• n a. Pass Fa" c r Fee 0_) ) D IS&6seis W�/ 3050 gt fl ow 61)1.0444( Goy►,36. -ccriz 1)3 OF z 8�6 'J. 'MRS t rJ 6,410 e34)w05 Inspection Pass ® Fail ® Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee !e " \r City o ,bee Island •• Community Devekk dent Dept. ��� ;:j1 Inspection Report m��r 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 �� ', & INTERNATIONAL Y Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL / MEMBER Permit No. ' � f Date Requested 1 ; Owner's Name _ ) 0 r f p 1 Date Needed -7- ( 3 / CD Gen. Contractor ( + 5- k; ) " cf f c • Subcontractor Contact Information An,-.4-) 0 213 - 13 ) -7 Project Address ( I '4 )-1,f---3, . Scope of Work e_ (-) u:;)c A-e._ , -- ,2 c , 0 1 e,`c 4- -- 1 I . 44.:,,. Inspector "7,1 Date of Inspection '%�'� r-0 Inspection -- 3 c 4 n 8,,,,:i --ppfrellA ,r Pass 's ❑ Fee 64 41 0 5 Q VJ Ste+la - c_:,� N 11, ,iAtf, SE t� X74 - 0- , - . , . Di s Gt)451 vs) J ANY-41010i Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee � a City of lee Island • Community Develo ant Dept. 21�� 4 I %a Inspection Report ���� \ �/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 �:�: as E CQU CI INTERZONAL w=, Hta'" Phone 912.786.4573 ext. 114 Fax 912.786.9539 CODECOUNCIL MEMBER Permit No. I `L �.--' '- 1r Date Requested I = - r' ,1 Owner's Name �..,... f C`� c.S" Date Needed (.(j) /r , Gen. Contractor t. ! n -1-.c ,1 1 >i+4 ; .s Subcontractor c d -s SA f( - / c' c_ . Contact Information ) z k n rt 3 0 7 Project Address I ! I -- I4Lij 0 0 Scope of Work , A e r. ,' a Q \l o (N. o c- , I Inspector Date of Inspection J�' /P.s,c Inspection 'SO ) 0 p 1 0) Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee //). \\S / /0 / \ ' _rel�� �j.I N RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9 -37 Phone 912 30(40-26` _ Soto-28oS- eQ-1-ty 34 2(02s I D-O21 LL Location Address: I 114 awd . ac, Lot# Release Date: / C, a,v ()9 It. Type of Release: ✓ Temporary Permanent Subd Name: Electrician: J SS 2..1l *I e_c, Electrician Phone Number: 844-130 4-1330 7 (wrBuilder: ( re,i ( Phone Number: .5b7-3 93 9 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: DC Result Report P 1 06/24/2010 13:26 Serial No. CM35228060004 TC: 190197 Destination Start Time Time Prints Result Note Georgia Power 06-24 13:26 00:00:44 9g001/001 OK gg Note MIX: Timer Origfinal_TX11CALL:BManual1TX, CSRCZeCSRC.yFWD:FForward, PC. PC-Fax. RLY: Double-Sided yy : CoonfideentDirection,, : BulletPin, SIP rSIPnFax.FIPADR:FIPoAddress Fax, I-FAX: 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, M-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. Wes. RELEASES FOR ELECTRIC SERVICE FROM"TYBEE ISLAND FOR SAVANNAH ELECTRIC_ FAX TO: Lyon Brenaan 7 Phone 9 12 o 44,6=. oS 3 :+I y 3c 2 62.5 Location Address: I I ' -4 1.--tlwl l _ �'�) Lot# Release Date: /Cj Q.W r 9l L"� a Type of Release: w/ Temporary`` Permanent Subd Name: 1 Electrician: J S5d �c_. Electrician Phone Number: 0.4-4-1.3Q Ow yfBuilder: Phone Number_ . b 7-.39_3 9 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: ■wner/Builder: Phone Number: onset ( — 5-rec: aO eve_frA4s LGL� Or �as SD 2 (06o s- Li 332 I S q w� - 1 q 3 ISM � I/2" � 4 " Seu, er� s'l� Ss-o 93 I ticl . o It19 , 5O Cos- T12C . Z00 -Z 0 Do . D% 9conTs-0 H , 234/-. rtrItiklP r � CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT o� eE S'� 1 2 sets of building plans y�'\ 1 copy of survey showing oC42`14 �� ground elevations&flood zone , $250 plan deposit 614 3/32* r.e Go- 6,'o.ed }o Location: / /( L U t �Q CcZbee ZS (eAJ PIN # Q NAME ADDRESS TELEPHONE ' a.04 )516 `'bee 3 )3Zg 912 - 507-3431 Owner S-}flC e C AT .I Architect ma e-K eo s LU c,P.e w h`,4CN-.Q-s1-.- S-J 6A- c10 4. 473-18'3Y or Engineer Building L' Prr t,t. 74-L/,✓A P 78b-‘42 Contractor /vie- y bee 3 /34g 'f-26-(o (Check all that 1 a ry New Construction Li Residential � �' �'"�S'• �]C Other P.trrn , �,��0,1 Single Family �� � ,as Wet Duplex i SS Jul ❑ Multi-Family 4°1°1'. y( Commercial Details of Project: C cvAe ih,o ,e e nei Lti) code as r LOO A,. . DO Estimated Cost of Construction: $ 530, 0 on Construction Type_ � I (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: r ee t-iin� 5)1)0-C-4. Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units #Bedrooms / # Bathrooms 4 Lot Area ( ac cx,s- Living space(total sq. ft.) 3 # Off-street parking spaces 0 Trees located listed on site plan Access: Driveway (ft.) With culvert? With Swale? Setbacks: Front Rear Sides (L) (R) # Stories Height 3 S ( Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtces.. During construction: • On-site restroom facilities will be provided through ;i7) On-site waste and debris containers will be provided by cbC.0 Construction debris will be disposed by 4e i by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this • permitted construction. Date: _ //5-1/U Signature of Applicant: , � �' &KO& Note: A permit normally takes 7 to 10 business days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: S'gnature Date FEES Zoning Administrator 9�� 1), fo Permit 24e44 Code Enforcement Officer /PeP r° /4, Inspections i 5 S0 Water/Sewer Water Tap h'2" toci 3 Storm/Drainage AM Sewer Stub I S s3 I/: Aid to Const. ,3 p L3 9 Inspections ` it �__ City Manager CC Recovery loop � SC trio dep CLLC + 1ot4 0-113, g o o v aL t TOTAL 'It t7.SO ------------------------------------------------------------------------------------------ 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. deM24.1., Applicant name: Project l.D.: S fec't a1 1=vei.tS 61 Attachments approved by: Date: 32/. 1 D 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: /7 / y kiwi/ sD l &PL .d, 313 Owner's Name: S -71-f C1 e° C . LifYYr..e,E( Address: Po . '60)( 15% Contractor's Name: C a,h2 kc' 1,1 84 i 0 d exs, / C . 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. BFE Acknowledged and agreed to this day of , 20 Owner/ Contractor Signa �y Sur ,-t_ S K-)(\ 3(A> Owner/ Cont /Printed 7 c Name STATE ENERGY CODE AFFIDAVI f Location of Work: / // l 1/ S0, bee Zj/441 614 3 / 3D2- ' Owner's Name: 5 `1.-A C(le C. 5 r- Address: 13O ( � r6 ,6�'.-P-e � 1 3�3 Contractor's Name: Ca)ts,�,./( i3 €,i lds //j--- 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 liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. (110, Valk/a,/ 3)/5// 0 Owner's SignatiYre Date �f�Gcl e . Owner's Printed Name 3 4. ( D Contractor' Si nat- Date Contractor's Printed Name FOR INFRASTRUCTURE ALTERL'r'lONS •Location of Work: 0/9 quo( 3o 7 1_Q i's(avt.4, 3 / 323 Owner's Name: 5/1-httie C. Address: ill,c. 60 Y /5 9.6, 674 3(3 Contractor's Name: OQ. 151ç]1) latrs, / ii 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. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accordance with these provisions. 2� 0_ ►:_�. ��!_ --`�I 15,J1 Owner's Signature , Date S+Acyc C r Owner's Printed Name Contract 's gna re Date Jce�pp C <4I (4' tl\ p dey ?mac Contractor's Prifited Name APPROVAL Zoning Date Building/Code Date Water/Sewer Date Drainage Date a: CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: / / / 7 kw y U( 7 be-' tau d, ( 31_3,2-P Owner's Name: S-I C�j r C • �,9 rr� Address: P © i%X /5 •71v ke4A 6-k 3 l Contractor's Name: ea/5k( // (,r z �c°S /4/6 • 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 owner/contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. 001aA/U-1/ Owner's Signature Date 3+A C e . rr Owner's Printed Name �� f b c o Contract is S"ig�ature Date G4J QGAoLJ - t_ Contractor' Printed Name Witness's Signature Date Witness's Printed Name CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: ( / ( t' k SO) -6 be? 5 LcJ, 6A 3 131 Owner's Name: -1-H-Cc$e G . JCl,rr L( Address: r 0_ 0 / 5 V 6(e ,z6/r; 3/30g 0g Contractor's Name: ���/( (,�,L p ge 5, /AX List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company I( LAS t E\-e ') d Business Type E ) 1 Address L$ �„� ���� � �J t 0-c-J License Number IVA. -- S3 S �f Contact Person �o . (2 rs S e 1 1 Phone Number -`-t.- (3 o'7 2. Company 'tt �.01' Business Type Address License Number Contact Person Phone Number 3. Company 50 lock,K pt wt�ii„ Business Type Pt,-•10,�:S Address v.: y� ��, )4 J I. c A License Number rh P2 b06c1 oci Contact Person ,� So 1�G r L� Phone Number 'q -7 o 4. Company ,_ --A c A k\--- Business Type -(-Jv A L Address (.. ) i �� J c License Number C2- tool 103 Contact Person Phone Number z q---( 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. ouble • rrillft COMcheck Software Version 3.6.0 Envelope Compliance Certificate Georgia Commercial Code Section 1: Project Information Project Type:Alteration Project Title: Special Events Facility Construction Site: Owner/Agent: Designer/Contractor: 1114 Hwy 80 Stayce Jarell Anthony Sapone Tybee Island,GA 31328 P.O.Box 1576 Catskill Builders,Inc. Tybee Island,GA 31328 210 Catalina Dr. 912-507-3939 Tybee Island,GA 31328 912-210-1017 Section 2: General Information Building Location(for weather data): Tybee Island,Georgia Climate Zone: 2a Heating Degree Days(base 65 degrees F): 1851 Cooling Degree Days(base 50 degrees F): 6202 Building Type for Envelope Requirements: Non-Residential Activity Type(s) Floor Area Common Space Types:Conference/Meeting/Multipurpose 2239 Section 3: Requirements Checklist Envelope PASSES Climate-Specific Requirements: R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Roof 1:Attic Roof with Wood Joists 30.0 0.0 0.034 — 0.034 — Exterior Wall 1:Wood-Framed,16"o.c.Exemption:Cavity filled — — — — — — with minimum R-3/inch insulation Window 1:Wood Frame:Double Pane,Clear,Fixed Exemption: — — — — — — Storm window alteration. Window 2:Wood Frame:Double Pane,Clear,Fixed Exemption: — — — — — — Storm window alteration. Window 3:Wood Frame:Double Pane,Clear,Fixed Exemption: — — — — — — Storm window alteration. Door 1:Wood,Swinging — — 0.034 — 0.700 — Door 2:Wood,Swinging — — 0.034 — 0.700 — Door 3:Wood,Swinging — — 0.034 — 0.700 — Exterior Wall 2:Wood-Framed,16"o.c.Exemption:Cavity filled — — — — — — with minimum R-3/inch insulation Window 4:Wood Frame:Double Pane,Clear,Fixed Exemption: — — — — — — Storm window alteration. Window 5:Wood Frame:Double Pane,Clear,Fixed Exemption: — — — — — — Storm window alteration. Window 6:Wood Frame:Double Pane,Clear,Fixed Exemption: — — — — — — Storm window alteration. Window 7:Wood Frame:Double Pane,Clear,Fixed Exemption: — — — — — -_ Storm window alteration. Project Title:Special Events Facility Report date: 03/16/10 Data filename: Untitled.cck Page 1 of 14 D 14.Insulation installed according t nufacturer's instructions,in substantial contact with the ace being insulated,and in a manner that achieves the rated R-value with,,..c compressing the insulation. Section 4: Compliance Statement Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed envelope alteration project has been designed to meet the Georgia Commercial Code requirements in COMcheck Version 3.6.0 and to comply with the mandatory requirements in the Requirements Checklist. p 4MT OM Y T• �'�6" ��2C-"5 Zs 1Gz T ` 3/e.'/zo/ Name-Title Signature Date Project Title:Special Events Facility Report date:03/16/10 Data filename: Untitled.cck Page 3 of 14 COMcheck Software Version 3.6.0 ill11 (1(1 Interior Lighting and Power Compliance Certificate Georgia Commercial Code Section 1: Project Information Project Type:Alteration Project Title:Special Events Facility Construction Site: Owner/Agent: Designer/Contractor: 1114 Hwy 80 Stayce Jarell Anthony Sapone Tybee Island,GA 31328 P.O.Box 1576 Catskill Builders,Inc. Tybee Island,GA 31328 210 Catalina Dr. 912-507-3939 Tybee Island,GA 31328 912-210-1017 Section 2: General Information Building Use Description by: Activity Type Activity Area Compliance Exemption Qualifications Total Wattage Total Pre-Alt. #Fixtures Activity Area Pre-Alt. Post-Alt. Fixtures Repl./Added Common Space Types:Conference/Meeting/Multipurpose(2239 — — — — sq.ft.): Compliance required. Section 3: Requirements Checklist Interior Lighting: D 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 2911 2676 Passes D 2. Exit signs 5 Watts or less per side. Controls, Switching,and Wiring: D 3. Independent manual or occupancy sensing controls for each space(remote switch with indicator allowed for safety or security). LI 4. Occupant sensing control in class rooms,conference/meeting rooms,and employee lunch and break rooms. Exceptions: Spaces with multi-scene control;shop classrooms,laboratory classrooms,and preschool through 12th grade classrooms. 5. Automatic shutoff control for lighting in>5000 sq.ft buildings by time-of-day device,occupant sensor,or other automatic control. Exceptions: 24 hour operation lighting;patient care areas;where auto shutoff would endanger safety or security. D 6. Master switch at entry to hotel/motel guest room. D 7. Separate control device for display/accent lighting,case lighting,task lighting,nonvisual lighting,lighting for sale,and demonstration lighting. D 8. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts; Luminaires not on same switch; Recessed luminaires 10 ft.apart or surface/pendant not continuous; Luminaires on emergency circuits. Project Title:Special Events Facility Report date: 03/16/10 Data filename: Untitled.cck Page 4 of 14 Voltage Drop: 9. Feeder conductors have been designed for a maximum voltage drop of 2 percent. ❑ 10.Branch circuit conductors have been designed for a maximum voltage drop of 3 percent. o 11 Voltage drop analysis must include the parts of the existing system extending#to the point of electrical supply at the transformer or service equipment entrance. Section 4: Compliance Statement Compliance Statement: The proposed lighting alteration project represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed lighting alteration project has been designed to meet the Georgia Commercial Code,Chapter 8,requirements in COMcheck Version 3.6.0 and to comply with the mandatory requirements in the Requirements Checklist. �J � S<�pae CE 0 7 ( b to Name-Title Signatur, Date Section 5: Post Construction Compliance Statement Record Drawings and Operating and Maintenance Manuals: 1. Construction documents with record drawings and operating and maintenance manuals provided to the owner. Lighting Designer or Contractor Name Signature Date Project Title: Special Events Facility Report date: 03/16/10 Data filename: Untitled.cck Page 5 of 14 /7 COMcheck Software Version 3.6.0 inA %" Interior Lighting Application Worksheet Georgia Commercial Code Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Common Space Types:Conference/Meeting/Multipurpose 2239 1.3 2911 Total Allowed Watts= 2911 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Common Space Types:Conference/Meeting/Multipurpose(2239 sq.ft.) Linear Fluorescent 1:48"T8 32W(Super T8)/Premium efficiency 2 25 32 800 Incandescent 1:Incandescent 40W 1 40 40 1600 Compact Fluorescent 1:Twin Tube 36/39W/Electronic 2 3 32 96 Incandescent 2:Incandescent 60W 4 3 60 180 Total Proposed Watts= 2676 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 2911 Total Proposed Watts= 2676 Project Compliance= 235 Interior Lighting PASSES Project Title:Special Events Facility Report date: 03/16/10 Data filename: Untitled.cck Page 6 of 14 rriA f � F COMcheck Software Version 3.6.0 Exterior Lighting Compliance liance Certificate Georgia Commercial Code Section 1: Project Information Project Type:Alteration Project Title:Special Events Facility Construction Site: Owner/Agent: Designer/Contractor: 1114 Hwy 80 Stayce Jarell Anthony Sapone Tybee Island,GA 31328 P.O.Box 1576 Catskill Builders,Inc. Tybee Island,GA 31328 210 Catalina Dr. 912-507-3939 Tybee Island,GA 31328 912-210-1017 Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts /Unit (C x D) Main entry/exit 6 ft of door width 30 Yes 180 160 Total Tradable Watts*. 180 160 Total Allowed Watts= 180 Total Allowed Supplemental Watts**= 9 *Wattage tradeoffs are only allowed between tradable areas/surfaces. **A supplemental allowance equal to 5%of total allowed wattage may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Main entry/exit(6 ft of door width):Tradable Wattage Halogen 1:Halogen MR-16 20W 1 8 20 160 Total Tradable Proposed Watts= 160 Section 4: Requirements Checklist Lighting Wattage: p 1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total proposed watts must be less than or equal to total allowed watts. Compliance:Passes. Controls,Switching,and Wiring: 0 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. D 3. All lighting fixtures are controlled by a photosensor or astronomical time switch that is capable of automatically turning off the fixture when sufficient daylight is available or the lighting is not required. Exceptions: Covered vehicle entrance/exit areas requiring lighting for safety,security and eye adaptation. Exterior Lighting Efficacy: Project Title: Special Events Facility Report date: 03/16/10 Data filename: Untitled.cck Page 7 of 14 J 4. All exterior building ground 'inaires that operate at greater than 100W have minim fficacy of 60 lumen/watt. Exceptions: Lighting that has been claimed as exempt and is identified as such in Section 3 table above. Lighting that is specifically designated as required by a health or life safety statue,ordinance,or regulation. Emergency lighting that is automatically off during normal building operation. Lighting that is controlled by motion sensor. Ektesior Lighting PASSES:Design 11%better than code r Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the Georgia Commercial Code requirements in COMcheck Version 3.6.0 and to comply with the mandatory requirements in the Requirements Checklist.147 Name-Title Signat ( � Date Project Title: Special Events Facility Report date: 03/16/10 Data filename: Untitled.cck Page 8 of 14 rAte` COMcheck Software Version 3.6.0 Ni Mechanical Compliance Certificate Georgia Commercial Code Section 1: Project Information Project Type:Alteration Project Title:Special Events Facility Construction Site: Owner/Agent: Designer/Contractor: 1114 Hwy 80 Stayce Jarell Anthony Sapone Tybee Island,GA 31328 P.O.Box 1576 Catskill Builders,Inc. Tybee Island,GA 31328 210 Catalina Dr. 912-507-3939 Tybee Island,GA 31328 912-210-1017 Section 2: General Information Building Location(for weather data): Tybee Island,Georgia Climate Zone: 2a Heating Degree Days(base 65 degrees F): 1851 Cooling Degree Days(base 50 degrees F): 6202 Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1:Single Package Vertical Unit Heat Pump,Cooling Capacity<54 kBtu/h,Air-Cooled Condenser /Single Zone Compliance required. 1 HVAC System 2:Single Package Vertical Unit Heat Pump,Cooling Capacity<54 kBtulh,Air-Cooled Condenser /Single Zone Compliance required. 1 HVAC System 3:Single Package Vertical Unit Heat Pump,Cooling Capacity<54 kBtulh,Air-Cooled Condenser /Single Zone Compliance required. 1 HVAC System 4:Single Package Vertical Unit Heat Pump,Cooling Capacity<54 kBtu/h,Air-Cooled Condenser /Single Zone Compliance required. 1 Storage Water Heater 1:Electric Storage Water Heater,Capacity:60 gallons,Combined Space/SWH System w/ Circulation Pump Compliance required. 1 Storage Water Heater 2:Electric Storage Water Heater,Capacity:60 gallons,Combined Space/SWH System Compliance required. Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : p 1. Equipment minimum efficiency:Heat pump:2.7 COP,8.6 EER Requirements Specific To: HVAC System 2 : ❑ 1. Equipment minimum efficiency:Heat pump:2.7 COP,8.6 EER Requirements Specific To: HVAC System 3 : D 1. Equipment minimum efficiency:Heat pump:2.7 COP,8.6 EER Requirements Specific To: HVAC System 4: u 1. Equipment minimum efficiency:Heat pump:2.7 COP,8.6 EER Project Title:Special Events Facility Report date:03/16/10 Data filename: Untitled.cck Page 9 of 14 Requirements Specific To gage Water Heater 1 : Li I. Hot water system sized per manuidcturer's sizing guide Li 2. Electric Water Heater efficiency>=0.85 EF,291 SL,Btu/h(if>12 kW) Li 3. All piping in circulating system insulated D 4. Hot water storage temperature adjustable down to 120 degrees F or lower o 5. Automatic time control of heat tapes and recirculating systems present D 6. Controls will shut off operation of circulating pump between water heater/boiler and storage tanks within 5 minutes after end of heating cycle 0 7. Combined space/swh system uses of a single heat source that will consume less energy than separate units Requirements Specific To: Storage Water Heater 2 : D 1. Hot water system sized per manufacturer's sizing guide ❑ 2. Electric Water Heater efficiency>=0.85 EF,291 SL,Btu/h(if>12 kW) D 3. First 8 ft of outlet piping is insulated D 4. Hot water storage temperature adjustable down to 120 degrees F or lower o 5. Heat traps provided on inlet and outlet of storage tanks D 6. Combined space/swh system uses of a single heat source that will consume less energy than separate units Generic Requirements: Must be met by all systems to which the requirement is applicable: • 1. Load calculations per 2001 ASHRAE Fundamentals ❑ 2. Hot water pipe insulation:1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in.Chilled water/refrigerant/brine pipe insulation:1 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in.Steam pipe insulation:1.5 in.for pipes<=1.5 in.and 3 in.for pipes>1.5 in. - Exception:Piping within HVAC equipment. - Exception:Fluid temperatures between 60 and 105 degrees F. - Exception:Fluid not heated or cooled. - Exception:Runouts<4 ft in length. - Exception:Pipe unions in heating systems. 3. Piping,insulated to 1/2 in.if nominal diameter of pipe is<1.5 in.;Larger pipe insulated to 1 in.thickness D 4. Lavatory faucet outlet temperatures in public restrooms limited to 110 degrees F(43 degrees C) ❑ 5. Thermostatic controls have 5 degrees F deadband - Exception:Thermostats requiring manual changeover between heating and cooling - Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. D 6. Where separate thermostats are used for heating and cooling,acceptable measures are used to prevent simultaneous heating and cooling Li 7. Stair and elevator shaft vents are equipped with motorized dampers ❑ 8. Acceptable measures used to prevent simultaneous humidification and dehumidification - Exception:Desiccant systems and systems for uses requiring specific humidity levels(approval required) D 9. Automatic controls for freeze protection systems present • 10.Automatic ventilation controls(e.g.,CO2 controls)or exhaust air heat recovery present for high design occupancy areas(>100 person/1000 ft2)with>3,000 cfm outside air capacities u it Duct,plenum,and piping insulation surfaces suitably protected from weather,moisture,or likely damage o 12.Duct Sealing:a)Pressure sensitive tape is not used as the primary sealant,b)longitudinal and transverse seams for ducts in unconditioned spaces,c)longitudinal and transverse seams and duct wall penetrations for ducts outside the building,d)transverse seams on buried ducts Li 13.R-6 for supply air ducts located outside the building,in ventilated attics and in unvented attic above insulated ceiling R-3.5 for supply air ducts in unvented attic with roof insulation,unconditioned and underground spaces R-3.5 for return air ducts located outside the building,in ventilated attics and in unvented attic above insulated ceiling D 14.Humidistat controls prevent reheating,recooling,and mixing of mechanically heated air with mechanically cooled air D 15.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted D 16.Kitchen hoods>5,000 cfm provided with 50%makeup air that is uncooled and heated to no more than 60 degrees F unless specifically exempted D 17.Buildings with fume hood systems must have variable air volume hood design,exhaust heat recovery,or separate makeup air supply meeting the following:a)75%make up air quantity,and/or b)within 2 degrees F of room temperature and/or c)no humidification d)no simultaneous heating and cooling Section 5: Compliance Statement Project Title: Special Events Facility Report date:03/16/10 Data filename: Untitled.cck Page 10 of 14 Compliance Statement: The prop 'mechanical alteration project represented in this docu is consistent with the building plans, specifications and other calculation-submitted with this permit application.The proposed mecudnical alteration project has been designed to meet the Georgia Commercial Code,Chapter 8,requirements in COMcheck Version 3.6.0 and to comply with the mandatory requirements in the Requirements Checklist.C Name-Title Signature Date Section 6: Post Construction Compliance Statement HVAC record drawings of the actual installation and performance data for each equipment provided to the owner within 90 days after system acceptance. HVAC O&M documents for all mechanical equipment and system provided to the owner within 90 days after system acceptance. D Written HVAC balancing report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer-Name Signature Date Project Title: Special Events Facility Report date: 03/16/10 Data filename: Untitled.cck Page 11 of 14 COMcheck Software ion Version 3.6.0 irdl Mechanical Requirements Descript Georgia Commercial Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 : 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1-2004 Standard and must meet the following minimum efficiency:Heat pump:2.7 COP,8.6 EER Requirements Specific To: HVAC System 2: 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1-2004 Standard and must meet the following minimum efficiency:Heat pump:2.7 COP,8.6 EER Requirements Specific To: HVAC System 3 : 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1-2004 Standard and must meet the following minimum efficiency:Heat pump:2.7 COP,8.6 EER Requirements Specific To: HVAC System 4: 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1-2004 Standard and must meet the following minimum efficiency:Heat pump:2.7 COP,8.6 EER Requirements Specific To: Storage Water Heater 1 : 1. Service water heating system design loads for the purpose of sizing systems and equipment must be determined in accordance with manufacturers'published sizing guidelines. 2. Service water heating equipment used solely for heating potable water,pool heaters,and hot water storage tanks must meet the following miniumum efficiency:Electric Water Heater efficiency>=0.85 EF,291 SL,Btu/h(if>12 kW) 3. Insulation must be provided for recirculating system piping,including the supply and return piping of a circulating tank type water heater. 4. Temperature controls must be provided that allow for storage temperature adjustment from 120 degrees F or lower to a maximum temperature compatible with the intended use except when the manufacturer's installation instructions specify a higher minimum thermostat setting to minimize condensation and resulting corrosion.Documentation of the installation instructions must be provided to be exempted from this requirement. 5. Systems designed to maintain usage temperatures in hot water pipes,such as recirculating hot water systems or heat trace,must be equipped with automatic time switches or other controls that can be set to switch off the temperature maintenance system during extended periods when hot water is not required. 6. When used to maintain storage tank water temperature,recirculating pumps must be equipped with controls limiting operation to the start of the heating cycle to a maximum of 5 minutes after the end of the heating cycle. 7. The use of a gas-fired or oil-fired space heating boiler system must meet the space heating system requirements and must meet one of the following conditions:a)Demonstrate that the use of a single heat source will consume less energy than separate units.b)The energy input of the combined boiler and water heater system is<150 kBtu/h. Requirements Specific To:Storage Water Heater 2 : 1. Service water heating system design loads for the purpose of sizing systems and equipment must be determined in accordance with manufacturers'published sizing guidelines. 2. Service water heating equipment used solely for heating potable water,pool heaters,and hot water storage tanks must meet the following miniumum efficiency:Electric Water Heater efficiency>=0.85 EF,291 SL,Btu/h(if>12 kW) 3. Insulation must be provided for the first 8 ft of outlet piping for a constant temperature nonrecirculating storage system and for the inlet pipe between the storage tank and a heat trap in a storage system. 4. Temperature controls must be provided that allow for storage temperature adjustment from 120 degrees F or lower to a maximum temperature compatible with the intended use except when the manufacturer's installation instructions specify a higher minimum thermostat setting to minimize condensation and resulting corrosion.Documentation of the installation instructions must be provided to be exempted from this requirement. 5. Heat traps must be provided on inlet and outlet vertical pipe risers serving storage water heaters and storage tanks not having integral heat traps and serving a nonrecirculating system.Heat traps must be installed as close as practical to the storage tank.Acceptable heat traps are either a)a device specifically designed for the purpose or b)an arrangement of tubing that forms a loop of 360 degrees F, or c)piping that from the point of connection to the water heater(inlet or outlet)includes a length of piping directed downwards before connection to the vertical piping of the supply water or hot water distribution system. Project Title:Special Events Facility Report date:03/16/10 Data filename: Untitled.cck Page 12 of 14 6. The use of a gas-fired or oil-fired e heating boiler system must meet the space heating s m requirements and must meet one of the following conditions:a)Demor._.,ate that the use of a single heat source will consume les, _nergy than separate units.b)The energy input of the combined boiler and water heater system is<150 kBtu/h. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All pipes serving space-conditioning systems must be insulated as follows;Hot water piping for heating systems:1 in.for pipes<=1 1/2-in.nominal diameter,2 in.for pipes>1 1/2-in.nominal diameter.Chilled water,refrigerant,and brine piping systems:1 in.insulation for pipes<=1 1/2-in.nominal diameter,1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter.Steam piping:1 1/2 in.insulation for pipes<=1 1/2-in.nominal diameter,3 in.insulation for pipes>1 1/2-in.nominal diameter. - Exception:Factory-installed piping within HVAC equipment. - Exception:Piping that conveys fluids having a design operating temperature range between 60 degrees F and 105 degrees F. - Exception:Piping that conveys fluids that have not been heated or cooled through the use of nonrenewable energy. - Exception:Runout piping not exceeding 4 ft in length between shutoff valve and coil and 1 in.in diameter between the control valve and HVAC coil. - Exception:Pipe unions in heating systems. 3. Service hot water piping,where required,must be insulated to 1/2 in.if pipe less than 1.5 in.nominal diameter.Larger pipe must be insulated to 1 in..Pipe insulation will have a conductivity of less than 0.28 Btu.in/(h-ft2-degrees F). 4. Temperature controlling means must be provided to limit the maximum temperature of water delivered from lavatory faucets in public facility restrooms to 110 degrees F. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband(a range of temperature where no heating or cooling is provided). - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. - Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. 6. Where zone heating and cooling are controlled by separate zone thermostats,means(such as limit switches,mechanical stops,or,for DDC systems,software programming)must be provided to prevent simultaneous heating and cooling to the zone. 7. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods, vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. - Exception:Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. - Exception:Ventilation systems serving unconditioned spaces. 8. Where a zone is served by a system(s)with both humidification and dehumidification capability,means(such as limit switches, mechanical stops,or software programming)must be provided to prevent simultaneous operation of humidification and dehumidification equipment. - Exception:Zones served by desiccant systems,used with direct evaporative cooling in series;Systems serving zones where specific humidity levels are required. 9. All freeze protection systems,including self-regulating heat tracing,must include automatic controls capable of shutting off the systems when outside air temperatures are above 40 degrees F or when the conditions of the protected fluid will prevent freezing.Snow-and ice-melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above 50 degrees F and no precipitation is falling,and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40 degrees F. 10. Systems with design outside air capacities>3,000 cfm serving areas having an average design occupancy density exceeding 100 people per 1000 ft2 must include means to automatically reduce outside air intake below design rates when spaces are partially occupied. Ventilation controls must be in compliance with ASHRAE Standard 62 and local standards. 11. Duct and pipe insulation exposed to weather must be suitable for outdoor service;e.g.,protected by aluminum,sheet metal,painted canvas,or plastic cover.Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material.Insulation covering chilled water piping,refrigerant suction piping,or cooling ducts located outside the conditioned space must include a vapor retardant located outside the insulation (unless the insulation is inherently vapor retardant),all penetrations and joints of which must be sealed. 12. Duct Sealing Requirements:a)Pressure sensitive tape prohibited as the primary sealant,b)Longitudinal and transverse seams for ducts in unconditioned spaces,c)Longitudinal and transverse seams and duct wall penetrations for ducts outside the building,d)Transverse seams on buried ducts 13. All supply and return ducts and plenum installed as part of an HVAC air distribution system must be thermally insulated:R-6 for supply air ducts located outside the building,in ventilated attics and in unvented attic above insulated ceiling,R-3.5 for supply air duct insulation in unvented attic with roof insulation,unconditioned and underground spaces,R-3.5 for return air ducts located outside the building,in ventilated attics and in unvented attic above insulated ceiling. 14. Where humidistatic controls are provided,such controls must prevent reheating,mixing of hot and cold air streams,or other means of simultaneous heating and cooling of the same air stream. - Exception:Capability to first reduce flow rate. Project Title: Special Events Facility Report date: 03/16/10 Data filename: Untitled.cck Page 13 of 14 - Exception:Cooling caper '80 kBtu/h and capability to unload cooling equipment. - Exception:Cooling capacity<40 kBtu/h. - Exception:Rigid humidity requirements. - Exception:Site-recovered or site-solar energy sources or. - Exception:Use of a desiccant systems. 15. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50%effectiveness.If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. - Exception:Systems serving spaces that are not cooled and heated to<60 degrees F. - Exception:Commercial kitchen hoods(grease). - Exception:Systems exhausting toxic,flammable,paint,or corrosive fumes or dust. - Exception:Where the largest exhaust source is less than 75%of the design outdoor airflow. - Exception:Systems requiring dehumidification that employ energy recovery in series with the cooling coil. 16. Individual kitchen exhaust hoods larger than 5000 cfm must be provided with make-up air sized for at least 50%of exhaust air volume that is uncooled and either unheated or heated to no more than 60 degrees F - Exception:Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. - Exception:Certified grease extractor hoods that require a face velocity no>60 fpm. 17. Buildings with fume hood systems having a total exhaust rate>15,000 cfm must either have variable air volume hood design,exhaust air heat recovery,or separate make up air supply meeting the following makeup air requirements:a)at least 75%of exhaust flow rate, b)heated to no more than 2 degrees F below room setpoint temperature,c)cooled to no lower than 2 degrees F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling Project Title:Special Events Facility Report date: 03/16/10 Data filename: Untitled.cck Page 14 of 14 83/18/2010 14:16 191278661FA OCEANFRONT COTTAGE q PAGE 83/03 III ii , .. ,,,,-.... ....„,:., ,: • , ,, i!, , , OCEANFRONT COTTAGE RENTALS q: tti ,:. Tybee Island GA 31328 11 ,}-1 04-GEANFRow i'1 lj 1 i i i El 1.1, FAX COVER SHEET Ili 11 1 lil To/Attn: iti 11 Tf 1 i,I ii.i iPt !ll i[i Sign & Return Reply ASAP Comment ill Comments: Is. A 15,e- ill 11 lit t ) LI 1 rl 1.f.1 iii ,, ii,? Ocearfro, iwo/tagmco~^ 83/18/2010 14:16 191278662P,5 OCEANFRONT OOTTAGFq PAGE 01/03 o I f Toll Free: 1-800-786-5889 I/1 Iti' ti4c.7,,,A mr,D n NIT ill 11 iii il FAX COVER SHEET F, 1 ,, it , , Wktn, 1 TO/Attn' _.• lt b`A a,k. .. _I bk,t‘ ' '... PELitilidt4( I iii I 1 7`71 '-'-'1 ii ill it 41 ill From: .- titette a 66AALAI t, Li Sign & Return Reply ASAP ql Comments: bit, Jik_, e. A at ^ . III ii il il iii 1A. it it! • liti , Thank you for choosing; \,...7,-ae",,,, 507_3 93 6 .t r OCEANFRONT COTTAGE RENTALS Oceanfronhoottage.com 1 , 03/18/2010 14:16 191278662R6 OCEANFRONT OOTTAGFq PAGE 02/03 _______ _..,..7_, ________71_______7.7, . Name of Projea—qa3a Jarrell ----- 'The followini-docume-n-ts—a-te- to iii-provid-EI i").y the borrowerl Acknowl**01 reofept dill di4nimItz: Obli9Or. ? ���L_- _-_--___--_-_----_-__-' Site Plan ! X | I] -- --T- - '-----�--------� �� /�ch%ectumm 'Oh�n#��lh1 X. [� ' -_ --_~_- ' • X O Structural Plans(Foundation and Mechanical Plans NA Q Plumbing Plans NA o | Elect dca|Planw ___ Fire Protection Plans _ NA _-, JA -__/ ] Landscaping �an NA O Contract ! X [] ___-- _--__' |-�n��c#�rm -mm��r�mkdo�n X n ^ - -- �� Construction Schedule(Start Date date) - ---�X __ _O- _ NA�� Cordnx�sfor anysub-contractor for vomrkma!u�dover$300.UUD. O ---_ �_ . NA. . Archhez�En�inserC�ontnan�/ ." O -_' Developer's B�g�(Do�me�the� nor*�n Dgenm) ! X 0 _-_- _ -______ _ __ ___' __ 'Sourceand Uses Form ' X i O � Zoning Letter .^�r � 0;Boundary Survey X - ____- . Permits Issu� X � | X___~___�uUa �epo� ____ _______________.__ ^~ [] EnvirmnnnenWm|GRR | X '-- - 0- -----�----- T- -- --• ;Bank Commitment Letter NA O MAYOR � CITY MANAGER Jason Buelterman ` Diane Schleicher CITY COUNCIL ( CLERK OF Shirley Sessions,Mayor Pro Tern COUNCIL Wanda D.Doyle Vivian Woods Bill Garbett r "� Frank Schuman, Sr. CITY OF TYBEE ISLAND CITY ATTORNEY Kathryn Williams Edward M.Hughes Paul Wolff March 19, 2010 Mrs. Stacye Jarrell 717 1St Street Tybee Island, GA 31328 RE: Property 4-0026-11-010 (Special Event Facility Dear Mrs. Jarrell: At your request, this letter is being written to confirm the zoning of the lot with the Parcel Identification Number(PIN) as 4-0026-11-010 is zoned for the intended use of location of a special event facility. I would like to confirm that, as currently zoned, this property is located in the C-2 zoning district. Attached to this letter you will find the guidelines from the Tybee Island Land Development Code for the C-2 zoning district for verification. The intended use of a special event facility at this location will not violate this ordinance and has received site plan approval by City Council on January 14, 2010. In addition, there are city utilities (water and sewer) that will be available for use at the property during the point where they are required and requested of the City by the property owner. In the meantime if you have questions, I can be reached at 912-786-4573 ext. 107 or via email at jlynn@cityoftybee.org. ely, / .nat .n Lynn, Planning and Zoning Manageer P.O. Box 2749—403 Butler Avenue, Tybee Island, Georgia 31328-2749 (866) 786-4573—FAX(866) 786-5737 www.cityoftybee.org ARTICLE 4.ZONING DISTRICTS http://library6.mur'"ode.com/default-test/DocView/14104/1/109/113 i. Retail stores; and j. Public structures. (2) Uses permitted after special review and site plan approval . In a C-1 beach business district, land may be used and buildings or structures may be erected or used for the land uses listed below after a site plan has been submitted to the zoning administrator, a hearing has been held by the planning commission, and the mayor and council has granted approval at a scheduled meeting. At these public meetings, the proposed land is reviewed under criteria for both site plan approval and special approval. a. Lounges and package shops, for the retail sale of malt and alcoholic beverages. b. Dwellings or structures rented for special events, provided however, special approval and review shall consider all relevant factors including but not limited to the availability of parking or an appropriate parking plan, the hours of operation and any limitations to be placed thereon, the capacity of the dwelling or structure in terms of occupancy, compliance with applicable noise limitations with the express authority of the mayor and council to impose stricter requirements than would otherwise be permissible for the impacted zoning districts; the use of live entertainment or amplified sound equipment subject to limitations to be placed thereon; and approval by the department of building safety and regulatory services; the methods of lighting signage and buffering as necessary to provide reasonable protection to nearby property owners. Each such authorized structure shall be subject to an established occupancy as determined by the fire marshal and events that are likely to result in an occupancy greater than that permitted shall require an additional application to the city with adequate information for staff to assess the additional impact from the anticipated occupancy including all of the factors listed herein and to permit staff to grant a permit for such event with additional conditions. For events that contemplate the use of premises outdoors, the occupancy shall be based upon a calculation of one person per fifteen square feet of usable exterior space. As used herein the term "dwellings or structures rented for special events" means a facility used or available for hire for festivities, parties, receptions, weddings, ceremonies and similar activities or occasions conducted on the property. A "parking plan" as used herein may include off-site parking arranged by the applicant or owner subject to the approval of the department of building safety and regulatory services; parking must accommodate one place per four persons as determined by occupancy as specified herein. Any permitted use must adhere to the approved standards, restrictions, plans and conditions imposed by the mayor and council and/or the department of building safety and regulatory services. Neither a site plan nor special approval is required on internal changes to existing structures unless it causes or requires external changes to meet the requirements of this Land Development Code. (F) C-2 highway business district . The purpose and intent of commercial districts is to provide central locations for city business and services to meet the market needs of Tybee Island residents and visitors. The focus of the C-020 highway business land use district is to provide for commercial land uses that support and complement the motorized consumer. 5 of 13 03/19/2010 10:44 AM ARTICLE 4. ZONING DISTRICTS http://library6.mur' ode.com/default-test/DocView/14104/1/109/113 C-020 districts are intended for location along arterial streets where the negative impacts of traffic congestion, noise, intrusions into residential neighborhoods will be minimized. (1) Uses permitted by right after site plan approval . In a C-2 business district, land may be used and buildings or structures may be erected, altered or used only for the following purposes once the required site plan has been reviewed by the planning commission and approved by the mayor and council: a. Service stations; b. Restaurants, including drive-in restaurants; c. Gift shops (goods sold within an enclosed building); d. Motels; e. Grocery stores; f. Tourist homes and bed and breakfast inns; g. Parks, playgrounds and recreation facilities under the supervision of the city; h. Professional and business offices; i. Retail stores; j. Marinas; and k. Seafood warehouses, retail and wholesale sales. (2) Uses permitted after special review and site plan approval . In a C-2 highway business district, land may be used and buildings or structures may be erected or used for the land uses listed below after a site plan has been submitted to the zoning administrator, a hearing has been held by the planning commission, and the mayor and council has granted approval at a scheduled meeting. At these public meetings, the proposed land is reviewed under criteria for both site plan approval and special approval. a. Lounges and package shops for the retail sale of malt and alcoholic beverages. b. Dwellings or structures rented for special events, provided however, special approval and review shall consider all relevant factors including but not limited to the availability of parking or an appropriate parking plan, the hours of operation and any limitations to be placed thereon, the capacity of the dwelling or structure in terms of occupancy, compliance with applicable noise limitations with the express authority of the mayor and council to impose stricter requirements than would otherwise be permissible for the impacted zoning districts; the use of live entertainment or amplified sound equipment subject to limitations to be placed thereon; and approval by the department of building safety and regulatory services; the methods of lighting signage and buffering as necessary to provide reasonable protection to nearby property owners. Each such authorized structure shall be subject to an established occupancy as determined by the fire marshal and events that are likely to result in an occupancy greater than that permitted shall require an additional application to the city with adequate information for staff to assess the additional impact from the anticipated occupancy including all of the factors listed herein and to permit staff to grant a permit for such event with additional conditions. For events that 6 of 13 03/19/2010 10:44 AM ARTICLE 4.ZONING DISTRICTS http://library6.mun;^ode.com/default-test/DocView/14 1 04/1/1 09/1 13 contemplate the use of premises outdoors, the occupancy shall be based upon a calculation of one person per fifteen square feet of usable exterior space. As used herein the term "dwellings or structures rented for special events" means a facility used or available for hire for festivities, parties, receptions, weddings, ceremonies and similar activities or occasions conducted on the property. A "parking plan" as used herein may include off-site parking arranged by the applicant or owner subject to the approval of the department of building safety and regulatory services; parking must accommodate one place per four persons as determined by occupancy as specified herein. Any permitted use must adhere to the approved standards, restrictions, plans and conditions imposed by the mayor and council and/or the department of building safety and regulatory services. Neither a site plan nor special approval is required on internal changes to existing structures unless it causes or requires external changes to meet the requirements of this Land Development Code. (G) N-M neighborhood marina district . The purpose of this district is to reserve those waterfront areas which have value for commercial land uses involving pleasure and commercial watercraft. The N-M district is intended to be used for neighborhood marina facilities with a modest scale of operation. These facilities shall be developed to be compatible with any adjacent residential properties and shall not be detrimental to persons or property on or off the site. (1) General requirements . A site plan shall be submitted to the planning commission for review and to the mayor and council for approval that meets the requirements of article 5 and contains the following information: a. A document indicating the general operating hours of all activities to be included in the marina and what safeguards are to be used to insure that the marina's activities will not become or represent a nuisance or hazard to the surrounding property owners or tenants thereof. Examples of additional subjects to be covered shall include, but not necessarily be limited to, probable flooding, erosion, fire, explosion and subsidence of the proposed buildings and structures. (2) Design standards . The development plan shall comply with the following standards: a. Access shall be located, designed and improved for safety, convenience, efficient circulation, on the property and minimum interference with normal traffic flow on adjoining streets. Driveways and curb cuts intersecting with public rights-of-way shall be marked and shall not exceed a maximum width of 30 feet. Curbs, blockades, bumper blocks or other devices shall be used to control and channel traffic, to separate pedestrian ways from vehicular ways, and to prevent entry to and from adjoining streets except via a designated driveway. b. Yards shall be provided as required for the adjoining districts and shall be landscaped and improved in a manner appropriate to the residential character of the adjacent district; provided, however, that a street front and residential side setback be a minimum of five feet when a six-foot minimum height solid faced and continuous fence, or other structure with no openings shall be erected and maintained. Any hedge and other screening structures shall screen the adjoining property from the activities of the marina. 7 of 13 03/19/2010 10:44 AM . i • ..__ - f� iii .yz ,•cam_ ».< t esn,r �: °�v` - r:;c rn._�-T_a iii TII ; j'I e�S1',.yi.•11. 1$'$.s. (14-"At" r% ..-',,.,s^/ n,ra_e..-+n.. _ ..._s.-.. _• {( fI t .• . —r- Gum - • S u,. 77-- F--..44. 1.4e.. �� lw��.u c Z-- — z. -7''' ,b— L icy _ L 'Thank you for choosing; -Qe---11.- Sp-7-.• 9-3 S' ;( C>GEANFRON' • CC3'1-1'461_GE R-E1■TTAI_,s C7ceanJFrorzekvottage.corn ?I \ lb 1 \ A MAR 2 9 2011 4 u 9Y: ...............--- (22 U. S• 11� �WAY 80 8 456 ° " 5/e" 19.99' . 14 �.::.. p4� _�+PF , 39.94' t, - . OHP `� 9 :93'..SHRUB MP-DHP �. 6"OAS OHP-DHP- i P. p..- DHP DIIP DH��•$SNP- 0' MAG`p0 OHP ED R alp .. . . I OAK WHITE ARKING K r0 6°FIR „F 0� "PI- IPF 5'SHRUB O t . 6'MAG 9 CD ?-4 W' 6"F 4 , I �� Op - -- . & 3S 3\ ! 6"FIR z it w EC3 607 °i" 80i m � ��� �FE:.'iul,•NAL i p 6"FIR L*:1:*3 *1I 7. 6„FIRC_JJ u 30”,LOAK Q 1210.20 SQ. FT. u RAISED WOODEN PORCH o "FIR 30 410 �� op ►. :a m cVo aoa■g■gaa 10:3' aaaa�aaaaaaaaa��_a ` --- o WHITE ROCK �� � ,: p �h PARKING a� • Ln.7 °�' ��a��� • s ©cK • o o ''4 C� R \ WALL _ . s'o�� W N = , G t� 252432 SQ FT. i �° _ , 1 OI 9 ki) ��' e^,iSTE 1 1 'w�t (� RAISED FRAME.. • 3.a' -o N 0 Fez;Pi Qom.. . F�7 ,1i' 6 4.4'. 0. BUILDING 0 �I 4, e PROFESSIONAL % `r � WITH GROUND 1 • 6":IR ai ,'11�9 �NOINE0��] y�'��� LEVEL . f 3.3' M y,A.BOS: rrONCiRETE •• 6"FIR �� NMINNII- PARKING pas 0 I 2� ,fig4 ,.,, IR 0I d' 0z 11_ _ I =O 3 0 : "FIR Q TOP CONCRETE ; ,� CD PARKING 9:G • In ELEVATED FF 0 a o 6"FIR I 19.93 o * 0 ��AK 14"OAK �1 WHITE ROCK 0 a 3 - FIR 12"OAK PARKING • 10"OAK - - -- 350 SQ FT. O N FRAME EQUIPMENT 1 "FIR 41 ® u IS"OAK O� p N ENCLOSURE • P E 18.0' ��W( O R:;fie . 25:8' ® Ilo ' 4�0'� ,��� 385 SQ. FT. ?ASIA 300""LOAKIII,IIII'I0• .,',�� MASONRY_ .._ k BUILDING 24"LOAK_ ----19:2---- cv `i 25' DNR JURISDICTIONAL/ �� MARSHLINE BUFFER AND 2"BAY �,9 -8�- -- ~-��_ N 12"PALM �S 18 0' BUILDING SETBACK LINE >, ■ 12"LOAK 5/8 ' S76° 26' 02" E ------- IPF r- ,/12.85' IPF N`S'° SURVEY TIE 14"PALM 5/8" 59.99` 30 43' 31" W . \ ,/,3. �� LINE 0 IPF / OTWI•12"OAK 15"PINE 2,e /es„ 4 ' OAS-- //I'�'��i� 5"PINE -0 y' CMF 41.90' 6,79' /.' i'%����� ter._ii//. 4"LOAK� m 101.89 i �r� I.—. ,- W2 m 12"TWIN OA 7�C ���r/�,/ •� W3 O„ e+ m 5 �Illi % ' /� / 5"PINE 7A i°i A>4iF N N 36" LOAK �6"TWIN OAK ff �Illi i< tiF 5 10 6 ,.,i ,, ,l i, \III/ 12"LOAK ����� LIVE OAK „ LOAK DNR °•��'� Ao a"LOA W7 II JURISDICTIONAL � � /� `Iil� WS //—, WI2 WII Mk* ��, Wjp �9 VIII, \III/ MARSHLINE �III� Milli \Illi VIII/ FIELD DATE:MARCH 15,2011 U) PLAT DATE:MARCH 23,2011 0.49 ACRE LOT 3-A OF BLOCKS PREPARED o -11 HIGHWAY 80 rn REVISION DATE: CONSTRUCTION 15 AND 16, KNOWN AS 1114 U.S. STAYCE AND MR LANNIE _ --I-I AS-BU i LT WARD,TYBEE ISLAND, GEORGIA JARRELL ter' irr / if i / y■1■)`-1 V g4/ # , a Tr 0 Ir'N, 3 P 0 9-01-,i- sHEET TOTAL ' , .. u.):-.:.-• wNt.1/40s,0.........,... „.„ , , . , , __ STATE PROJECT NUMBER si NUMBER SHEETS Nt- 1 lo I 4- .I., o ; , . ,4%. t> 0 ii :,, GA TEE-0006-00(M 13 15 (.1 _,Q .r..ciq tz f) ,-, ct ON 0 t- ,: '' •,x: I;a- Fi..Q, '" 1.k- 0 \ a_ '' , ",` 006 5,55“:,1 Pk/ \\6001-0SNI\GOPLOT\OCF9o.."i ff_output. tief gowens Z:\A-I ADA DETAI LS\rev 1 sed Al prf GO-RD6 1 0 4-2.. --2 0 1 0 Tosre-f I -COI- k B‘\-\' 5:4e.L.xc-■ K 1-.. pa r a+ ii 1 4 1.44.1f. °go: ( P t .D-o2, 14 , , , - ,S1).err P T >Man S._ ,' T.,a-TIL 1 ts tuatEctip* 1--- TYPICAL LOCATIONS FOR CURB CUT RAMPS - PLAN VIEW CONCRETE SIDEWALK DETAILS -roc sligers D c7/ 1(3(.0-4V73 0 1 1— -3, BACK OF SIDEWALK MUST BE LOCATED 1 eoe A e a lt Soy. 1 C.4-‘1,0" 5 - X i 3 G Via Le, — .., / AS STHHOEWN Il THE POLANS OR AS D:RECTED 60' MAX MIMUM . , Z. BY ENGINEER S AS NOT TO ENCROACH ....14 rs...- * cal( cor v...),e s-1.:,c)r•s - 3<" 132 , , ,, „.„. INTO THE REQUIRED LEVEL LANDING AREA 20' MAXIMUM 20' 20' 20' 20' 20' o ----- ------ ----- 1..... SIDEWALK \ 3,--.4 .- 1 e . , >.- -- --- 1___________ \ ,,„_____ _- , .1.____ , „.„, ..„ N M i.- \•,ff CONCRETE SIDEWALK 111111441111111111 ° 1/2" EXP. JT. 1 , / . ,4,/ I z . i- ;, -,....F 'AIIII \ TRAVERSE 1 / , --... --r 1- . :1- 1— ....... ...,-.. 1/2" EXP. JT. TYP. I/4" RADIUS \ CONTRACTION •.,N CONTRACTION n __--- __ _______ _________ ___ _ LLI CROSSWALK ,' 4' CONTRACTION o • --- AT STRUCTURES JOINT 1 Coi , 77' LINES ,1MIN. PAVEMENT EDGE ---1111." 1 1! C.) li PLAN VIEW 1 CL • CROSSWALK .,,,,,,N,,,VA7!<:1A:6B4IiNL.E1...1:21NET----XP-::: 5() 0.... L.L., x LINES SLOPE: IA ,,. GUTTER TRANSITION 2Dx.DETAIL (MAY i SLOPE:i o/PF ET BE -*" ` MIN. 6'-OVn VAR. 'rn-- l(S/NA4LAp/yPFETB: 0 , DES. 1 1-. EMAFXLATL) EMAFXLATI) CC o . . ,1 4' 1 SL;1/4'/FT MAX l(MN4A71:11-NBTEMAFXLATI .... VARIAKABINL.E......2i,_VoAHRNA.ri. z or less ..- I..__.n._._.T._...__:_i. S sr L:-1/4*/FT MAX >- ------ -. - . . : 71 f : al < -- ---- ----- ---= \ N !! MIN. --, normal gutter SIDEWALK , . , SIDEWALK 1 slope ;1 ,r1-t f"--7 c.f) PREFERRED SECTION ALTERNATE SECTION ALTERNATE SECTION CO i :: .. - .;.-=- od Z . / '1 I ----1 WITH 6' GRASS STRIP WITH GRASS STRIP WITHOUT GRASS STRIP °mu LU §- \ 4' MIN. - .:' MINIMUM WIDTH OF 5' MAY < \ I ,y , . • . BE INCREASED, AS NECESSARY, . . * 16' SHOULDER RECOMMENDED *5' MIN WIDTH WITH NO OBSTRUCTIONS .1 0 \ NN I ---- /i/ i p / TO OBTAIN 4' MIN. OFFSET FROM WCR grade WITH THIS INSTALLATION (MAILBOXS, SIGNS,ETC) --I Lii 2= -, ., 0 \ /////// , 0/ CROSSWALK LINE - OR FOR TIGHT (8.33% max) 7' PREFERRED WIDTH WITH A 2' AREA , 1.- =I .J ,-, :, (t/t,/ RADII CURBS. M , 0 i 3 \ , OF CONTRASTING COLOR & TEXTURE ADJACENT TO. THE CURB. ....___ 0) ci required (COST OF TEXTURE, COLORING & HOLES > , I I contractor may elect NOTES FOR CONCRETE SIDEWALKS cc v gutter at REOUIRED FOR MAILBOX AND SIGN POST 44:C e•-• nr 4-• Li , NOTE: THE RAMP LENGTH IS NOT REQUIRED TO to place additional SHALL BE INCLUDED IN THE PRICE BID f (i) - ramp C.." 0 EXCEED 15 FEET. THE RAMP SLOPE MAY concrete. no A. CONCRETE TO BE PLACED 4"THICK AND FINISHED WITH TAMPS, WOOD FOR SIDEWALK) x 1. EXCEED 12:11F THE SITE CONDITIONS • >11.:: additional payment FLOATS AND STIFF-BRISTLE BROOMS., Mo 4- cn N. PREVENT THE USE OF A RAMP 15 FEET LONG. made ILI N }-- ;,1 will be . B. TRANSVERSE CONTRACTION JOINTS SHALL BE PLACED AT 20 FT. LU 0,0 t3i CO E2 :'1 ALL EDGES TO BE ROUNDED TO 1/2"RADIUS. !is: lt, _10 _Ifi, 11?' C. 1/2llEXPANSION JOINTS SHALL BE PLACED, WHERE SIDEWALKS TIE INTO A = co),. . • :, < ii Type B ' , , ,. „.,. Type A 6, , • Type D STRUCTURE OR TERMINATE AT CURB, RAMPS OR DRIVEWAYS AND AT GO' , = - i-.• / (2 A 0 Te•1)eei 4 iff' Poo , OC ,,R0' INTERVALS. lit,) .,1 \v"g„, (06...//y /61 , 7 (Normally used when space (Normally used when the sidewalk i LO t (The hri Prefered Ramp) („1‘.1■1,A r '1% 0/0) 7 , k60 5 ocISIr NOTES FOR CURB CUT RAMPS: , 0 Tr ,„is a 9+ , , , , is no/ available for a landing 00 ties directly into the crosswalk) 's / , // at the top of a 1 ype A Ramp) \I6 .0 ?i• b' SI DEWALK , ., 1 . CURB CUT RAMPS WILL BE LOCATED AS FOLLOWS UNLESS PLANS OR CONTRACT i A. ii.;., , ,, 06 0 \O■ 0 0 61. \ sc \q/ \ 0f // 12 : 1- MAX SLOPE " sr -.., a 5 t 0 ,4.. SPECIFY OTHERWISE. Aliiiiiiiiiill Ot \ , , - ps 061' \ C ‘,\V` iimir- 1 ts :i• 't ,.e< Jek- 2, ----_,„ 0 \, a) AT ALL PEDESTRIAN CROSSWALKS WHERE CURB IS CONSTRUCTED OR REPLACED. .,, ,r /sr 1 ,<,„ \ q, E - \ \ /, , -- / -e \ \ -./. (9..., 'MN //sr Isr Or cl? V) << lit 0 .'‘ 1— 0 \ 1- ' \ - JOIN, b) WHERE THE SIDEWALK. CONCRETE OR UNPAVED. IS INTERRUPTED BY THE CURB AT TURNOUTS ti,) ‘, i lit, Back of sidewalk shall be \ `s.s .rsr ### ,<‹''' 019. 5 \ ____---__--- 1 \ / --- __ :44,4,„4.\\\ \ \ 717, -7 7 „,:ir,--- -- 0 h. fle ■ I c) OR AT INTERSECTIONS. ...4. ,, . located as shown in the plans \ \ .., .8 ■ 74,,,,,v 00 c) q° (40 I % \ . • or as directed by the Engineer \ v. (94- /sr sr 40 i......„ Al/ c) AT OTHER LOCATIONS SUCH AS HOSPITALS, NURSING HOMES, Mg l' 5\CI 1 ,r1,.‘-4 --------- • o0000• . ,,- 7 8 !,' , so as not to encroach into \ :r 1 or e N' /----- • .° 0°0° • Z 1' 0 li. the required landing area. ,/, ,s, ?///,/ # 0 \ 7 . .. 00.• . ..ge-vz 2...%. REST AREAS, ETC. , WHERE THE CURB WOULD OTHERWISE BE AN 09STRUCTION TO ,/,.., / ,, ,,/, 10 1 c „ • 0 0 • ,.- • 0 0 _!,,,, ..-- 0 .0 .:„.„,,,„ „ Itr -,11eC THE PHYSICALLY DISABLED. 2 N ' -74, • 0 0 4;1 ----- 44444. ---__----- Vitt 2. RAMPS WILL BE CONSTRUCTED FROM CONCRETE. SPECIFICATIONS FOR RAMP WILL BE - \ . . • ---- THE SAME AS FOR CONCRETE SIDEWALK. RAMPS SHALL HAVE EITHER A ROUGH OR A /frs ,w. it, _1141...„ TEXTURED FINISH. ,,,0:04").°•°' . ------- ‘hit44, ..16k° °N,/ <-'°,'04/ 0 0 m A% f., 3 / ssi 3. DROP INLETS ARE NOT TO BE LOCATED DIRECTLY IN FRONT OF RAMPS. CATCH BASINS ,.,„: z., SHOULD BE LOCATED AT LEAST 10 FT. FROM RAMPS WHEN FEASIBLE. ,.. e• .,., Ss /2 A141111111111111 4. WHERE RAMPS ARE LOCATED IN RADII , THE DIMENSIONS SHOWN FOR RAMP WIDTHS AND S I D E WA L K V sr 0.' c/ 01011111111 : , , sr 1NY / 7/2 TAPERS ARE MEASURED PERPENDICULAR TO THE RAMP AND NOT ALONG THE CURVE. k,' . / •e <e• Co 4■?* AO VI' C 44(52/. sr I 1 IV/1/6,/7 t 5.‘44 .1 6.:- , .7/0 4/ 5. WHERE UTILITY STRUCTURES CONFLICT, WHERE SIDEWALK GEOMETRY VARIES, AT CCI lyill •5'.' Az, co N Or N -ti,j)///6, /4 c"),› /0/1/ Ts ir ' 6,Y-1- #, Os sr . SKEWED INTERSECTIONS, OR IN OTHER SPECIAL CASES, THE RAMP DESIGNS MAY BE ‹s, 0 .ct.. 'r 0,0 00, 011 <M:. wie ,\ ,c-„ ,.4-., hV AREAS WWERE THE GUTTER HAS A SLOPE rm., r MODIFIED BY THE DESIGNER OR ENGINEER, PROVIDED THAT THE WIDTH REMAINS ' c) A MINIMUM OF 48 INCHES, AND NO SLOPE ON THE ACCESSIBLE PART OF THE RAMP DESIGNED DRAWN CHECKED C' ' V zr to END NORMAL GUTTER SLOPE AT A DISTANCE OF 6 TO 10 X S uj 4tg ,' #, /1 FEET FROM THE RAMP AND BEGIN TRANSITION TO IS STEEPER THAN 12: 1 . BRN RP BRN S.- <3'. P ,c, .„ 14sr A FLAT GUTTER SLOPE. NORMAL GUTTER SLOPE SHALL BE 6. LIN. FT. OF CURB AND GUTTER WILL INCLUDE THE TRANSITIONED CURB IN FRONT DATE: OCTOBER, 2007 tiii sr / / c) RESUMED AT A SIMILAR DISTANCE BEYOND THE RAMP. ,.. OF RAMPS. SO. YDS. OF CONCRETE SIDEWALK AND CONCRETE MEDIAN PAVING ,k, ..xYc . ," WILL INCLUDE RAMPS. NO ADDITIONM PAYMENT WILL BE MADE FOR CURB RAMPS. ei , , 'g -; NO ADDITIONAL PAYMENT WILL BE MADE FOR SAWING AND REMOVING EXISTING SIDEWALK V.: ? JOB NO. 106199658 t. ts. '', OR CURB WHERE NECESSARY FOR RAMP CONSTRUCTION V . CONSTR. 1.-.. 7. WHEN A CURB RAMP IS PLACED ON EXISTING PAVEMENT, THE PAVEMENT SHALL BE REMOVED 0 0 JOINT SCALE: N.T.S. cD ,,t. t‘l 1;3 to -sr \ TO PROVIDE A MINIMUM THICKNESS OF 3 INCHES OF CONCRETE AT ALL LOCATIONS. wt SAME WIDTH NO SEPARATE PAYMENT WILL BE MADE FOR THE REMOVAL OF THE PAVEMENT. 4'm Type C z Skewed Ramp Deta is . „ , SIDEWALK AS SIDEWALK o ) :2^ ( ',it , , / (Applies to Type A & Type D Ramps Only) ,› , ,, This Detail Replaces Ga Standard 9031W .. ,,1 , ft . 0 \ / sr sr .,-,4' I I I 7:1 1 ' t‘ct\I\-cp.\ '-, \241 WHEN THE RAMP CENTERLINE IS NOT PERPENDICULAR TO THE CURB . . . . . . -, •. . < t !; 1 1 a . ,? a.• Ji , 4, %.,,. -0,- \ / A LEVEL LANDIAIG AREA WITH SLOPES LESS THAN 2.08/ MUST BE ' . 4" MIN. Guidelines For Usage On Metric Projects 1-.. , / ,,,, 0 t 4° CONC. ..,.. 41 0 )60° C':,10 \ 1 PROVIDED AT THE BOTTOM OF THE RAMP. F il 1 411 I F 0. . . . il,f; r \ ,r 1 A 0 / XIC 1 (7) r , 00 i \ \\1, 0? \ ''' /' A 1 , ti SECTION F-F When these details are Incorporated Into plans and or projects that are being prepared or : la , 0 ci7/ ,i 0 , BOTTOM OF RAMP SHALL BE PERPENDICULAR I constructed In metric units, exact or precise conversion to metric units Is not required. p., • -......, \ • / 0000000000000000 P 1 ' c dkko , ---_, \ A,,, ,,, / TO THE RAMP CENTERLINE. 1 000000000000 . 000 The dimensions shown that are in feet and inches may be converted to corresponding , 111 ° Ulf Meg :: ocIR 60, 0 ,/ .:. 4" / 0 . 000 . 000. 0000 . 0 _lac w4 metric units using the following " Rounded-Off" conversion factors: l" =25mm, > ,... 00000 . 000. 00 . 000 w4 E a < 0 , ,tip ,i v ,i (1/4 sr 1 ' 0000000000000000 4"=100mm,and 12"or l' =.300mm. All measurement notes that refer to linear feet and ,--. ,t1 \ (,) , 5\4 \ a0 4, #0,1 - ,sk / E _*. L.: , , , ...1 10 \ so , • '74=1 CURB square yards shall be Interpreted to mean linear meters and square meters. , I 9.09v/ 1 -'.-- I ail I"assof ''' < (7 ,0 •ea. 0111111111 1 ro cs, r„-, c., 0.4 ,-.1 c\I CsJ cssi C\I (NJ 1 ki \ EXP. , 0:,1 \ 0/$ Ailti ,', 0,0011111 , / ,. 4-, , ' GUTTER (P ')) (■) ? c? ? ? CID CP CD I Lij DEPARTMENT OF TRANSPORTATION it, LIJA : 0 '6 0 t±"-IP.':1:u I.4 , \ 400,, , ),V.,,:i.?.''' / / /'744/siii, c) , c, 0-, 0-, rv-1 rel cr) = IY1 c1C)1 1-.r ;', e - , „ •_ ,. 'c-,., c -,3 0 7 -(;"-i 7- ' ' (- 1 c ' 7 cii .13-• •.]- r\i, I c) , # ----- /c, c, o .3/ Lc) cv c\1 1--- t-r) in 1-cl v- fv-) STATE OF GEORGIA ,,," ,,,./ - 0 .; / . - • .6.6 &Tie \,7,. % 0 _ p , \ ' `2,% -\-- / 0?, 4 tSS 1? 7.0/ 600 an ?7 05 q, \—Ze N, 4' / , Y , / 0° ooczot 4,. ' : V) PLAN VIEW , 3 fitals al r (,) ';,.: F / ,.-,e/, . SPECIAL DETAIL Y 1 / , , - '"----,_, , 1=.% SAME WIDTH AS c) c) -.a 0) t$,7. , /TA oo cS CO \ CRETE SID1- WALK DETAILS : u j -- $ / / 4ivs, c) s Iv . Y I , I 110 0 0 0 0 SIDEWALK 111 7) O Ig i I fa I ti 1111 CURB CLT ( W - 1- 1- LCFAIR ) RAVPS i ..:. , - ss - io 11111111110 VAR. 6" .... 48" MIN. _.. VAR. 6" c_) p ,,- ' '' , ..- z i CO ,,... t , 10 12' 10 12" C7.) r4 ' ■11 Y ' }..._ u j uj LLI U..1 LLI Lii w Li.1 LA L.t_l 1 / '1 Y 1 , >: 5 -57 5 5 > 5 5 5 ›- 5 1 1 t ,I ,' II sy / , V Y V 1-1-1 "I LL1 L1-1 1-1-1 1-1-1 U-1 U-1 1-L1 1-1-1 1-1-1 1 NO SCALE ARCH 12, 2002 75- P . . _______ .... cc cc cc cc cc cc (= cc fx cr 1 ea ' SLOPE LOWER LANDING AREA . . . . . . . . ' 0 ' TOWARDS GUTTER AT 2Lex MAX . • • • . . . . , pt A J , , <IQ C3 a. 11 0 I., CURB TRANSITION ..._1 : CD i=f, ZI7I 1 DRAWING NUMBER SECTION E-E , . .;i, il -a",:V ' , O :;,.,! , , 'A 4, ,;,_ 3 ..- ° - 1 " - or , --- , AI \w,-;7 n CAI. \GOPL linOCI \qo t i t t 6utpui. ocf gc,wens ..?:\A-1 ADA DITAI LS\rev I sed A3. prf i.' f ''(4 ' 14' 0 ittti : O v c t:i — .-i- io %any,Say,ask i Wont Int OCT 0 7 2009 s'..- i., OF 15 .47.;tit; i I .1 --'4,4 . • - . '