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Home My Public Portal About09-0154 Kitchens 4 Pfd'4--,,\., ... ( .7i ,% \2n e aaTi• i CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 03-16-2009 PERMIT#: 090154 WORK DESCRIPTION NEW 3-UNIT CONDO BLDG WORK LOCATION 17 IZLAR AVE ABC OWNER NAME MACK KITCHENS ADDRESS PO BOX 1499 CITY,ST,ZIP TYBEE ISLAND GA 31328-1499 PHONE NUMBER 912-484-7866 CONTRACTOR NAME EAST COAST PACIFIC CONTR INC ADDRESS PO BOX 1499 CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3300 OCCUPANCY TYPE P TOTAL FEES CHARGED $14,599.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $266,000.00 TOTAL BALANCE DUE: $14,599.00 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: 014 � P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org ck 4:4GLeis- / QS t�v'i a �l l 1 61) :// d re 4 o rclo-- - Go 7 -4; -F0 as-19 k t7A'c --, filo NULL°. CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/25/2011 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 #: 090154 PROPOSED USE: NEW 3-UNIT CONDO BLDG OCCUPANCY TYPE: P CONTACT NAME MACK KITCHENS CONTACT ADDRESS PO BOX 1499 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328-1499 PROPERTY ADDRESS 17 IZLAR AVE UNIT C APPROVED BY: — G $1- ( �--- P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org Dianne Otto From: tybeelady @bellsouth.net Sent: Monday, April 25, 2011 6:31 PM To: Dianne Otto Subject: Fw: 17 Izlar Sent via BlackBerry by AT&T From: "Jimmy C. Brown" <JCBrown@cityoftybee.org> Date: Mon, 25 Apr 2011 07:58:54 -0400 To: Dianne Otto<Dotto@cityoftybee.org> Subject: RE: 17 Izlar # 17 !zlar A- First Floor B-Second Floor C- Third Floor From: Dianne Otto Sent: Friday, April 22, 2011 9:14 AM To: Jimmy C. Brown Subject: 17 Izlar Jimmy, Attached is a photo of a new triplex at 17 Izlar. It is 3 units - top, middle, bottom. We need to know what the unit numbers are. Thanks. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: oceprinter©oce.com [mailto:oceprinter@ oce.com] Sent: Friday, April 22, 2011 9:54 AM To: Dianne Otto Subject: Scan from Economic Development This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 1 ,��.,r City of y y f bee Island Communit Develc lent Dept. kik% IsptiRrt "' 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ` Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNC MEMBER Permit No. "0 � s '4 Date Requested f . ( Owner's Name -1" r c Date Needed Gen. Contractor `E:: � . �- r�'� '� Subcontractor Contact Information Al\ r;1 c,�p4 �- ` Co(o Project Address In r Ave . A 13 Scope of Work . 1/1 e LA.) Inspector C 7 Date of Ins ectio I - C.. S- ( 1 /�j� P I Inspection A Pass Fail Fee r Inspection Pass ❑ Fail ❑ Fee (RE: Lnc.(0Sar+L.S o,- elite . CIA-. .4 s - are- Sono-II l a-4.telf arses -t-or- ea mil-. .. :4 Col o vc.r►9s ree,b` e v t. V n der or ea, i s •a r a•-• On h o r S• ao- 4- y— o r-% ea, 4- 4,0-e 54- r 'las% Inspection Pass El Fail El Fee Inspection Pass ❑ Fail ❑ Fee U.S. DEPARTMENT OF HOMELAND SECURIT, ELEVATION CERTIFICATF 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 Mack Kitchens Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 17 Izlar Avenue Unit A City Tybee Island State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) E.50'of a subdivision of lot 2 of a subdivision of beach lot 99,ward 5 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude: Lat.N 31 deo 59.5070 min Long.W 80 dea 50.9410 min 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) 82 sq ft a) Square footage of attached garage n/a 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 sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State Tybee Island 135164 Chatham GA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 13051 C0326F F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® 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 ❑ 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 localVertical Datum NAVD 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 13.0 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 21.6 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) n/a. ®feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) n/a. tEl feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 15.7 ►5 feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 11.8 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 12.9 IEI feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including n/a. ®feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. !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.ID ®R Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No (; T Certifier's Name J.Whitley Reynolds License Number 2249 ,. 2 Title Company Name J.Whitley Reynolds,Land Surveyor (14 *-- Address 6 : tephens.n Avenue,Suite C City Savannah, State GA ZIP Code 31405 a Si na - / Date 3/30/10 Telephone 912-352-0464 / T , 9 FEMA Fowl-31, Mar I• See reverse side for continuation. Re'laces all previous -ditions IMPORTANT: In these spaces,copy the 'esponding information from Section A. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 17 Izlar Avenue Unit A City Tybee IslandState GA ZIP Code 31328 Company NAIC Number SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments C2.e)=A/c pa. Enclosure at ground lev- is the elevator Parking and storage is •=en at the front and also has 4 vents.The net area of the vents is 1264 square inches. Signature - Date 3/30/10 ❑ Check here if attachments CTION E-BUIL I ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and 'lout out BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E -E4, use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is . El feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is . ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters El above or ❑below the HAG. E3. Attached garage(top of slab)is . ❑feet ❑meters El above or El below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is . ❑feet ❑meters ❑above or El below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes El No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.El A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: . 0 feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: . ❑feet ❑meters(PR)Datum G10.Community's design flood elevation _ . ❑feet El meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31, Mar 09 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 17lzlarAvenue Unit A City Tybee Island State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View March 19, 2010 r s le , ' 46. • 4•der . •7 tt �s �� „ � Nillibow... y X a / s s .� ,c`•y`Cp M. 4 , - iYN\\ t " r ' t k 1 -t• _ f 1. 77 �• -r--urr.0 ..'; ' ''.i;:k\'t" ' ,\I . .., F g f,�,�1 ri i, ; n � _. e...0, , .,,,,.., p j II iii 1k #R rro" dr , ow " near Mil ...V jell i ,F 3 , o a:. ,r . .2. ` \ t i' ‘ t ► r . r , .. kr .. ■ 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 17 Izlar Avenue Unit A City Tybee Island State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." Rear View March 19, 2010 T u ''14 4, shi. 6---- ,, „gawp- % ..4, aollh I 4 3 �'`' II S i 4. 1 : .1iLt if Y , $ 1 ! .. 4' I �a ; g t ��„ s V t Y,,if r , . ' � 4 I 40 ik L.,. ‘ . 'i ' .. - ' • , ...,. ., Il t '1.,1-flf 1 lif . .., • e ,� i Id( f • i r� - + 2. ,: ,0,,. , ,.e 3 ... I' v- w, U.S.DEPARTMENT OF HOMELAND SECURITti ELEVATION CERTIFICATE 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 Mack Kitchens Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 17 Izlar Avenue Unit B City Tybee Island State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) E.50'of a subdivision of lot 2 of a subdivision of beach lot 99,ward 5 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat. N 31 deci 59.5070 min Long.W 80 dea 50.9410 min 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) 82 sq ft a) Square footage of attached garage n/a 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 sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3.State Tybee Island 135164 Chatham GA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 13051 C0326F F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® 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 ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. 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 localVertical Datum NAVD 1988 Conversion/Comments _ Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)13.0 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 30.5 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) n/a. ®feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) n/a. ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 15.7 ®feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 11.8 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 12.9 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including n/a. 0 feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available./ understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code,Section 1001.0 ®3614 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a '41�'LEli . licensed land surveyor? ® Yes ❑ No A Certifier's Name J.Whitley Reynolds License Number 2249 c4 2' ' p s 0 Title Company Name J.Whitley Reynolds,Land Surveyor 9 / ~ Address 636 tephe on nue,S 'e C City Savannah, State GA ZIP Code 31405 7• Sii Signatur to 3/30/10 Telephone 912-352-0464 halliin� FEMA F 81-31, ar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In.these spaces,copy the r esponding information from Section A. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 17 Izlar Avenue Unit B City Tybee IslandState GA ZIP Code 31328 Company NAIC Number SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments C2.e)=A/c p-• Enclosure at ground - - :levator. Parking and storage is open at the front and also has 4 vents.The net area of the vents is 1264 square inches. Signa are / Date 3/30/10 // 0 Check here if attachments SEC 10 E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For ones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: El New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑ meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31, Mar 09 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 17 Izlar Avenue Unit B City Tybee Island State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View March 19, 2010 t- E t tie 1 ..42,0•.',/a,0+•y/ f Fi l Alai- r 4v _4 '` �� yii) I 4.+4 i ' N 4 'r,\I ,—t--x—J'—.r--mac i'""st'r-°moan"! -c-r...a.•! It " IVO E i 'ra n ito` .,; -, , _ WI. iii Ill A ill 1 . z k:. t } • it.., _ w Ci r r ur[idong 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 17 Izlar Avenue Unit B City Tybee Island State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and"Rear View"; and, if required, "Right Side View" and "Left Side View." Rear View March 19, 2010 Y' 1 i ,'1 f:,.,' 44 1',1,,.,,..7 *4 I- -w, _ . rni i_.li . --L, ., .- A. ; • , iii 8 1 - 1 `-41: ‘i. iii 4 k litilli i r -F A 16. Ilif P4, ,I T , . 0‘ it ). i 1 i r° 4 , 1 — , 1 r rI r Sr '11 , ,,,..,-p, , Ntwr ‘ 1 r ' i ... ..._._ / J ofit _,....... 4.... , , / • .. i .,. 4 '‘.r-s. ,i /. • ■ t , ' i 1 .... .,06. • p 1 f 4. U.S.,DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE 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 Mack Kitchens Policy Number A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 17 Izlar Avenue Unit C City Tybee Island State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) E.50'of a subdivision of lot 2 of a subdivision of beach lot 99,ward 5 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude: Lat.N 31 deq 59.5070 min Long.W 80 deq 50.9410 min 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) 82 sq ft a) Square footage of attached garage n/a 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 sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State Tybee Island 135164 Chatham GA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9. Base Flood Elevation(s)(Zone 13051 C0326F F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® 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 ❑ 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 Al-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 localVertical Datum NAVD 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)13.0 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 39.4 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) n/a. ®feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) n/a. ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 15.7 ®feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 11.8 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 12.9 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including n/a. Z feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available.! understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001.❑ R Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No (®T * Certifiers Name J.Whitley Reynolds License Number 2249 e. . . 49 Title Company Name J.Whitley Reynolds,Land Surveyor r -l Address 636 . -phenso enue,S ' C City Savannah, State GA ZIP Code 31405 Signatur- Date 3/30/10 Telephone 912-352-0464 • FEMA For-"81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the c lsponding information from Section A. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number 17 Izlar Avenue Unit C City Tybee IslandState GA ZIP Code 31328 Company NAIC Number SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments C2.e)=A/c pad Enclosure at ground level'. - - -tor.Parking and storage is o;• ront and also has 4 vents.The net area of the vents is 1264 square inches. Signature Date 3/30/10 ❑ Check here if attachments SECTION E-B 'ING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO a • (without BFE),complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items El-E4, use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑ meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31, Mar 09 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 17 Izlar Avenue Unit C City Tybee Island State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View March 19, 2010 r `; � to ,Is � "a y �A+ 'x � `',. t s `q e1 �� 9y ' r° rh h • ` ■ , ‘ �,, , % 1I1lIl 11 '• ,*, 'Mil fit ni rii , . *. , ' ' '*". '..-..1.....t-L ......_ ilk MI A A ,.'OP_. ,i, Y :1111111 i • f i _ \ a ! , ^,YI ;I 1 6,1111' t & • 6 % g '1114F ' I' , iIi • F �; gal_ ----- ite ri 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 17 Izlar Avenue Unit C City Tybee Island State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View"and"Rear View"; and, if required, "Right Side View" and "Left Side View." Rear View March 19, 2010 ‘ yr[ ,- II i II 4 ry • i , t - 10 \ 1 - . dal • R a k*I 4.. T y I.a Si i 1 ■ ito. I _ illihr i , or, .... , . „ i % -3,,,,w, \.., '''-- ' . , I I a _— r. n +tom ..0414,y .. s - , , _— ir �� °>� City of ►ee Island • Community Develo, ent Dept. PAWN (j.. • , ) Inspection Report `- /i 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 Vim. 64 -a/ Date Requested 1/ // 1 Owner's Name / / "= Date Needed /.2Liii r f �a (Gen. Contractor ' � . Subcontractor Contact Informations (..J& '- ,v Project Address /7 /z/4, Scope of Work . fJ1-'L..J 3 Li/,�i • Inspector /1' i Date e of Inspection I _... OQ) -1- 1 - re-.e. Inspection PI i ( E j%i.-: i_„ - _)__ s Pass 0 Fail 0 Fee ,s 2. . po`21; 2P , cio! � Z'� 1 I 7r � i� � '-) Sr QP. Inspection 1-11 '\)1A ( I: lci 6 - s Pass Fail El Fee 02,)i -4 1 - r_ 55 (,z) SS , S ,,.,, fr)3! _- '?()-5 rcPX Inspection Pass ❑ Fail ❑ Fee (-_ �s „- Inspection Pass Fail 0 Fee — --pcZ-31(-7_. 7)ild 7,6_, 4 2 -.---) I i -----,. CHATHAM COUNTY f.)EPAP3."(--NT OF afILDING SAFETY& R_E(. }..TORY S I-11R.VICES . . HRE -.7.-;,17,E1'‘111 INSPECHON DIVISION FOR THE CITY OF TYBEE ISLAND DATE zllach/ . ,-- 7 YEAR OF ___________ V APPROVED LI "' R-4---C--"- ( _, ----- DISAPPROVED Yell are hereby notified that this is an Official Order of the County Fire Marshall, stating the defe-cts found to exist in the referenced Etlicture, and finther requiring that you, a ovaier„ agent or petson in clic.-ge, of structure, shall have days to complete specified repaio or improvements. Rusin es Phone _ 46(1, - '-'7&,. 01,17ner Occupant Load _____ NM e of Fc--"it-' 17 .17.,„ 6 , ., A,. ,, _ - AddreSS _____ 1--r7 .-Z A-71:—- -- OCcupancyi . iiitsw e.ss Asgemb13-= Storage .Edu cat i on al Dgy (...:*e. Personal Care Home Mercantile Factory t--kititielca--,) Hazardous A .--,—..._.....,_......-- 1. Number e,f t4it Ooors Jr yvLia '1 2. Blocked 3 ,,ocked - ,r1 1-#.1.-40-6(-: i i ....,-'''"- 3. Exit Sign Good Unsatisfactory NA ' ,---- 101-SEC '' 4, Einergenc3, Lights Good Unsatisfact,yry NA V ,— 101-SEC 5 5. Panic Hardware Good *Unsatisfactory 17„..---,„,---- I p F rvr%.'i I NA ---- .1 1..1 2-,..,),V.,.... _, . Self-Closing Device Good --- Unsatisfactory NA '--- I i.--.14ire_Alarm Yes ,L" No NA — ATFPA 72 Sm okefileat Detectors Yes ----- ---___-- No NA. 111P.A 73 9. Sprinkler System Yes 1,---.-- No NA .PIFP.A 13 ' 10_Sta.ndpipe yes „,....„----No NA *--- -- NFPA 13 11_Number of Fire Extinguisher. I--":„.. —Proper Type? 1.------- 11FP.4 1.0 ._.. . Inspected/Char N7 ged I.es V No NA ,-- A,TFPA 10 12.Fixed Hood.System Yes No NA 1,-- AFPA 96 , .._. 11.Date of Last Service ,,,------ (REQUIRED EVERY 6 MONMS) 14.Electrical Good 3/ 1 Fair Unsatisfactory NFPA 70 ....,.„ 15.Overloaded Socket/Outlets Yes ' No ----- NFPA 70 , . 16.Alissing Elect lea! Co et Ye E.4 No 1 ..,----- ]v 'FA 70 . . 17. Other(explain) ....---- .. .., ,,,,, 1.8_acessive Storage of Combustibles Yes i7--- No .N1FRA 30 List Det ai I F; The signatr :below of owner, occupant Agent, signifies Inspection was nlatie. .1 ...- .; , -- ,. ..., OwnerlOccupantlAgent Signature £ .ithtci County Fire Marshall .L1,1 Pri OP F Ire in.iipf.dti6R ATt.P.1.17.110e.' r , if' „.., Y �r iii CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEE DATE ISSUED: 02/10/2011 DUE DATE: 02/25/2011 PERMIT#: 090154 WORK DESCRIPTION NEW 3-UNIT CONDO BLDG WORK LOCATION 17 IZLAR AVE ABC OWNER NAME MACK KITCHENS ADDRESS PO BOX 1499 CITY,ST,ZIP TYBEE ISLAND GA 31328-1499 PHONE NUMBER 912-484-7866 CONTRACTOR NAME EAST COAST PACIFIC CONTR INC ADDRESS PO BOX 1499 CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3300 OCCUPANCY TYPE P TOTAL FEES CHARGED $14,861.50 A PROPERTY IDENTIFICATION# PROJECT VALUATION $266,000.00 ENGINEERING FEE TOTAL BALANCE DUE: $262.50 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,tire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the 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. f Signature of Building Inspector or Authorized Agent: IP # A, •- ' /6 a P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org G t oTh° -10 e � � DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 695-7262 dkdbus(a�gmail.com INVOICE February 9, 2011 Invoice#20802102 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ‘../ Phone (912) 786-4573 Fax: (912) 786-9539 Re: Proposed triplex on Izlar Avenue PIN: 4-0008-08-014 Mack Kitchens °°°°°`°°°° 03-03-10 0.5 hours Meeting onsite w/City and Mack 03-12-10 n.c. Observed retention basin performance after rainfall 03-14-10 0.25 Email on asbuilts and punch list 06-25-10 0.25 asbuilts review 0.25 coordination w/City on drainage easement plat n.c. coord. w/surveyor on drainage easement plat. 02-09-11 0.25 Final drainage asbuilt accepted 1.50 hours @ $175= $262.50 Total To the best of my knowledge and belief, with the completion of the asbuilts, all drainage requirements of the City have been met. UI21t7 t n/ d4-4,4zp • p o9-4 (. 4 AP BOSWELL DESIGN SERVICES, INC. 0 9-0 1 6 1 7 03 NASSAU DRIVE V ! SAVANNAH, GEORGIA 31 4 7 0 L►9 - 0 0 3 972 - 897 - 6932 LAHBOS(0,BELLSOUTH.NET 20802 /O June 22, 2010 Me I Diane Otto RWII Planning and Zoning ,413)) 2 6 7,1(' Tybee Island, Georgia Re: Mack Kitchens Project ' Lot Number 2, Iziar Avenue Tybee Island, Georgia 31328 Diane, At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan with the exception of final stabilization. We have investigated, by way of an as-built, the pond volume and have come to the following conclusions: 1. The pond shape is not exactly as designed but is acceptable 2. The pond volume is slightly higher than originally designed 3. The pond has more freeboard than originally designed We have included calculations and an as-built drawing for your records. 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 Hydrograph Summary Report Page 1 Hyd, Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (yrs) (ft) (cuff) 1 Rational 0.11 1 5 65 2 -- — — MK IZLAR-PRE-2-YR 2 Rational 0.23 1 5 136 2 — — — MK IZLAR-POST-2-YR 3 Reservoir 0.01 : 1 19 135 2 2 11.34 127 , 4 Rational 0.12 1 5 75 5 — — — MK-IZLAR-PRE-5-YR 5 Rational 0.26 1 5 156 5 — — — MK-IZLAR-POST-5-YR 6 Reservoir 1 19 155 5 5 139 146 7 Rational 0.14 1 5 82 10 — -- — MK-IZLAR-PRE-10-YR 8 Rational 0.28 1 5 170 10 --- — MK-IZLAR-POST-10-Y 9 Reservoir 0.01 1 19 169 10 8 11.42 - 159 10 Rational 0.15 1 5 90 25 -- — — MK IZLAR-PRE-25-YR 11 Rational 0.31 1 5 187 25 — — — MK IZLAR-POST-25-Y 12 Reservoir 0.01 1 19 187 25 11 11.46, 176 13 Rational 0.16 1 5 97 50 — — — MK-IZLAR-PRE-50-YR 14 Rational 0.34 1 5 202 50 — — — MK-IZLAR-POST-50-Y 15 Reservoir °'0.A1/4 1 19 201 50 14 1 .49 1 190 16 Rational 0.17 1 5 103 100 — — -- MK-IZLAR-PRE-100-Y 17 Rational 0.36 1 5 215 100 -- — — MK-IZLAR-POST-100- 18 Reservoir 010 1 19 214 100 17 :1152 203 Proj. file: MK-IZLAR-HYDRO-ASBU@ff. ISAVANNAH.IDF Run date: 06-23-2010 Reservoir Report Page 1 English Reservoir No 1 `?MK-IZLAR-POND Pond Data , Bottom area -- 0 330 sqft Side slope = 3.0,1 Bottom elev. = 11.00 ft Depth = 1.00 ft Stage/Storage Table Stage Elevation Contour area Incr.Storage Total storage ft ft sqft cuft cuft 0.00 11.00 330 0 0 010 11.10 352 34 34 0.20 11.20 375 36 71 0.30 11.30 399 39 109 0.40 11.40 423 41 151 0.50 11.50 448 44 194 0.60 11.60 474 47 241 0.70 11.70 500 49 291 0.80 11.80 527 52 343 0.90 11.90 555 55 398 1.00 12.00 584 59 457 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 0.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 0.0 .0.0 0.0 Crest El.ft = 0.00 0.00 0.00 0.00 No. Barrels = 0 • 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert El.ft = 0.00 0.00 0.00 Eqn. Exp. = 0.00 0.00 0.00 0.00 Length ft = 0.0 0.0 0.0 0.0 Multi-Stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .000 .013 .000 .000 Orif.Coeff. = 0.00 0.60 0.00 0.00 Multi-Stage = ----- No No No Tailwater Elevation = 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage /Storage/ Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 11.00 --- 0.00 --- --- --- -- --- --- 0.00 0.01 3 11.01 --- 0.00 --- --- -- --- --- --- 0.00 0.02 7 11.02 -- 0.00 --- -- --- --- --- --- 0.00 0.03 10 11.03 --- 0.00 --- --- --- --- --- --- 0.00 0.04 14 11.04 -- 0.00 -- --- --- - --- --- 0.00 0.05 17 11.05 --- 0.00 --_ __ ___ ___ ___ __ 0.00 0.06 20 11.06 --- 0.00 ___ ___ _-_ __ ___ 0.00 0.07 24 11.07 --- 0.00 --- --- --- --- --- --- 0.00 0.08 27 11.08 --- 0.00 --- --- --- --- --- --- 0.00 0.09 31 11.09 -- 0.00 --- --- -- --- --- -- 0.00 0.10 34 11.10 --- 0.01 --- --- --- --- --- 0.01 Continues on next page... MK IZLAR-POND Page 2 Stage/Storage/ Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.11 38 11.11 -- 0.01 --- -- -- --- --- --- 0.01 0.12 41 11.12 -- 0.01 -- --- --- --- --- -- 0.01 0.13 45 11.13 --- 0.01 --- --- --- --- --- --- 0.01 0.14 49 11.14 -- 0.01 --- --- -- --- --- --- 0.01 0.15 52 11.15 --- 0.01 --- --- --- __ __ ___ 0.01 0.16 56 11.16 --- 0.01 --- -- --- --- --- --- 0.01 0.17 60 11.17 --- 0.01 --- --- --- --- --- --- 0.01 0.18 63 11.18 --- 0.01 -- --- -- --- --- --- 0.01 0.19 67 11.19 --- 0.01 -- -- --- --- --- --- 0.01 0.20 71 11.20 --- 0.01 --- --- --- --- --- --- 0.01 0.21 74 11.21 --- 0.01 --- --- --- --- --- -- 0.01 0.22 78 11.22 --- 0.01 -- --- -- --- --- -- Q_01 0.23 82 11.23 -- 0.01 --- -- --- --- --- --- 0.01 0.24 86 11.24 --- 0.01 --- --- -- --- --- -_ 0.01 0.25 90 11.25 --- 0.01 --- --- --- --- -- --- 0.01 0.26 94 11.26 -- 0.01 --- -- -- --- --- --- 0.01 0.27 98 11.27 --- 0.01 --- --- -- --- -- -__ 0.01 0.28 102 11.28 --- 0.01 --- --- --- --- --- --- 0.01 0.29 105 11.29 --- 0.01 --- --- --- --- --- --- 0.01 0.30 109 11.30 --- 0.01 -- -- --- --- --- --- 0.01 0.31 113 11.31 --- 0.01 --- --- --- --- --- --- 0.01 0.32 118 11.32 --- 0.01 --- --- -- ___ __ ___ 0.01 0.33 122 11.33 --- 0.01 --- --- --- -- --_ 0.01 0.34 126 11.34 --- 0.01 --- --- --- -- --- --- 0.01 0.35 130 11.35 --- 0.01 --- --- -- --- -- --- 0.01 0.36 134 11.36 --- 0.01 --- --- --- -- --- --- 0.01 0.37 138 11.37 --- 0.01 --- --- --- --- --- --- 0.01 0.38 142 11.38 -- 0.01 -- --- --- --- --- -- 0.01 0.39 146 11.39 --- 0.01 --- --- --- --- --- --- 0.01 0.40 151 11.40 --- 0.01 --- --- --- --- --- --- 0.01 0.41 155 11.41 --- 0.01 --- --- --- -- --- --- 0.01 0.42 159 11.42 --- 0.01 --- --- --- --- -- -- 0.01 0.43 164 11.43 --- 0.01 --- --- -- --- -- --- 0.01 0.44 168 11.44 -- 0.01 --- --- --- --- --- -- 0.01 0.45 173 11.45 --- 0.01 --- --- --- --- --- --- 0.01 0.46 177 11.46 -- 0.01 --- --- --_ __ W -_ 0.01 0.47 181 11.47 --- 0.01 --- --- -- --- --- --- 0.01 0.48 186 11.48 --- 0.01 --- --- --- --- --- -- 0.01 0.49 190 11.49 --- 0.01 --- --- --- --- --- --- 0.01 0.50 194 11.50 --- 0.01 --- --- --- --- -- --- 0.01 0.51 199 11.51 --- 0.01 --- --- --- --- --- --- 0.01 0.52 204 11.52 --- 0.01 --- --- --- --- -- --- 0.01 0.53 208 11.53 --- 0.01 --- --- --- --- --- -- 0.01 0.54 213 11.54 --- 0.02 -- --- -- --- --- -- 0.02 0.55 218 11.55 --- 0.02 --- --- --- --- --- --- 0.02 0.56 222 11.56 --- 0.02 --- --- --- --- --- --- 0.02 0.57 227 11.57 -- 0.02 --- --- --- --- -- -- 0.02 0.58 232 11.58 --- 0.02 -- --- --- --- --- --- 0.02 0.59 236 11.59 --- 0.02 --- --- --- --- --- --- 0.02 0.60 241 11.60 --- 0.02 --- --- -- --- --- --- 0.02 0.61 246 11.61 --- 0.02 --- --- --- -- --- --- 0.02 0.62 251 11.62 --- 0.02 --- -- --- --- -- --- 0.02 0.63 256 11.63 --- 0.02 --- -- --- --- --- --- 0.02 Continues on next page... MK IZLAR-POND Page 3 Stage/Storage I Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.64 261 11.64 --- 0.02 --- --- --- --- --- -- 0.02 0.65 266 11.65 --- 0.02 --- --- --- --- --- - 0.02 0.66 271 11.66 --- 0.02 --- --- --- --- -- --- 0.02 0.67 276 11.67 --- 0.02 --- --- --- --- -- -- 0.02 0.68 281 11.68 --- 0.02 --- --- --- --- --- --- 0.02 0.69 286 11.69 --- 0.02 --- --- --- --- --- --- 0.02 0.70 291 11.70 --- 0.02 -- --- --- --- -- --- 0.02 0.71 296 11.71 -- 0.02 --- --- --- --- --- 0.02 0.72 301 11.72 --- 0.02 --- --- --- --- --- --- 0.02 0.73 306 11.73 --- 0,02 --- --- --- -- 0.02 0.74 312 11.74 --- 0.02 --- --- --- -- -- --- 0.02 0.75 317 11.75 -- 0.02 --- - --- --- -~ 0.02 0.76 322 11.76 --- 0,02 --- --- --- --- --- -~ 0.02 0.77 327 11.77 --- 0.02 --- -- --- --- --- --- 0.02 0.78 332 11.78 --- 0.02 --- --- --- --- --- -- 0.02 0.79 338 11.79 --- 0.02 --- --- -- --- --- --- 0.02 0.80 343 11.80 -- 0,02 --- --- °- --- --- --- 0.02 0.81 349 11.81 --- 0.02 --- --- -_- --- --- --- 0.02 0.82 354 11.82 --- 0.02 --- --- --- --- -- --_ 0.02 0.83 360 11.83 --- 0.02 --- --- --- --- --- 0.02 0.84 365 11.84 -- 0.02 --- --- -- --- --- 0.02 0.85 371 11.85 --- 0,02 --- --- --- --- --- --- 0.02 0.86 376 11.86 --- 0.02 --- --- --- --- --- --- 0.02 0.87 382 11.87 --- 0,02 --- --- --- --- --- -- 0.02 0.88 387 11.88 --- 0.02 -- --- --- --- --- 0.02 0.89 393 11.89 --- 0,02 --- -- --- --- --- 0.02 0.90 398 11.90 --- 0.02 --- --- -- --- --- 0.02 0.91 404 11.91 --- 0.02 ~ --- --- --- ~- -~ 0.02 0.92 410 11.92 --- 0,02 --- --- --- --- --- 0.02 0.93 416 11.93 --- 0,02 --- --- --- --- --- --- 0.02 0.94 422 11.94 --- 0.02 --- --- --- --- --- -~ 0.02 0.95 428 11.95 --- 0.02 --- --- --- --- --- 0.02 0.96 434 11.96 --- 0.02 --- --- --- --- --- --- 0.02 0.97 439 11.97 --- 0.02 --- --- -- --- --- 0.02 0.98 445 11.98 --- 0.02 --- --- --- --- --- --- 0.02 0.99 451 11.99 -- 0.02 --- --- --- --- 0.02 1.00 457 12.00 --- 0.02 --- --- --- --- --- --- 0.02 ...End . _ IZLAR AVENUE 20' R/W S 88°28'171 50.00' , -----74—P-3-/4 p p -- . 3/4k ---- 1 -- 1 ,..----...._ .... .....".—.p.. --.—__p ' r P IPP 00 i 400 PAVERS 11) a , \ 0,, I . 10 ES' . .... i ;DI i 1 I I 1 / I I , I I 1 ..0 ?? /, I I/ 1 z z 1 IV ' 7, --rje:774- Ca04,Tre 777‘.44,-./ \ )T 2 NI 14 c4 ■7.. ' PC-131/j; i+In'elZ614 ' 0 3 STORY BUILDING •-.1 &I 4 Do-/22,..„, 57-Be..e. c,(7-2/, , CO f I a) 9D I CO , CO I• •••2 CC)C..C,iii'kf ./ C-44&47) , ■ 1 .. . , . -., I \ . Triiiii1:44 I , Iii.i' d • i ri------7-1 \ / ‘.> / 4•'' ‘‘... 4.9 •,''" 4,"Z,1 ti -'''''\I;, A _-,.;-.-.._,-3.4..—■..-,Azz_-1 2i...____ --.....---3 ....-- t.,8/4. 'Pp 5/8" RBF'W/CAP N 88•37'34"W 49.81' LOT 1 LOT 2 PRE 33—P 100 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Sunday, March 14, 2010 10:34 AM To: Jonathan Lynn Cc: Dianne Otto Subject: 208021 Mack Kitchens on IzIar During a break at the City Council meeting Thursday night, Mark Boswell advised he had gone by and looked at Mack's retention basin and it looked good to him. I advised him that: 1) It was my belief that while I had concurred with the drainage design, I did not feel there was insignificant safety factor and that there would be no allowance for almost the required storage. The storage required by the permit will be closely checked. 2) Asbuilts will be required of the finished project. Finished means stabilized with an established method of stabilization. They will be used with site observations to assure conformance to permit requirements prior to my concurring with acceptance. As Mark predicted, after Thursday night's rainfall, on Friday morning the sediment accumulated appeared to leave insufficient storage volume. My purpose in wring this email is an attempt to avoid delays in Mack receiving his permit. When we discussed this at the site with Mack a couple of weeks ago he seemed to be unaware of the permit requirements. 604A61496 1 , I I _0 4 9 V. . it t a p • if , . ' '1'' t)i 1 : 1 it,,,,,,.' tl l " -� aMliiy L. r • `% 1 • , sr - .i++ ` y ,;:‘,44...1'�, Y' . S 1• { ill i-:...A.,,..1 4-,.- 1+1 z ' � d y k t,`11, r.r+ ,4,,s} f t h' (° • 1 . r ,t .,' ��`` ti ,r. t- „ t't 4 i LT I o I ti., ;i 4 i. i 4J :11 4. t •• 0 + ,w rr� "� t -r V I i A 4, 4, Al' '1.0 4 7 1 1 ♦ � W ' ,� t a .'t.: 't•' a ,ti.1 -11. 1111.14,•441•••••o + R r■ t t i 4184 1 n % +• + t`' _ ,,-. 0 ,t7.1;..."9...„,A . ,..4,,, .1.,‘' .r.; Ai i �fi v + ' '`a M ti • .Y �.0 1'0,474 + .C: a t 4„, . + v ¢t ,. , f e t >f ter. •;' '° -r rye it':f Jr t• � ` ®�'nr i �` 'L'1• N 'R�• ■ yVert., ' Ir ;A i. • .'' (^ _ ` I i� 1 1 - . <- gage , " �. s= Ft� City of See Island • Community Develo ant Dept. 1�� b.,�ti` ire._ °�� . Inspection 74 Report z�� 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 �� y INTERNATIONAL �_ Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. .01-0/(59/ Date Requested ii ,z- / / / Owner's Name �../ --Ie /fr --5 Date Needed ? /Ulf' t Gen. Contractor ,ems% 45 Subcontractor Contact Information f 1. 4/Z--',771- 752e/7 , Project Address / 2 /L.-7/74>Z Scope of Work Nr� : 64J/ / / Inspector "1 /g Date of Inspection /`i V/ Inspection /!J4 / f--,(4A4/3 —J- / Pass ❑ Fail ❑ i �Ss u / . - / 5 5 2... - ? 's i �'1 _ 1 Inspection 1-7A)41 i-/`-G Pass El F,ai1 El le 0, 2 . ,,,,,4,7,,,,,,)(""'-:1-11,, (l %,,,,,,,s\lpfilil‘4).for \ Inspection 1-7 d 41 mez Pass 0 Fail 82, 2 _ pn f""isr -l�45 Inspection 1:-/ej4 3/J6 "" Pass 0 Fail 0 / \i/j,,- „"-e-' / ---- .," \ \?;;.,"/ `-,rte D/ ), Li i-1... - - vIi - , RRrxn _ Z? 1c( ' 1/ Uri 5/1 ..- 7.- - \ / A •"`r ### fe: ,. '. • ' City of-iybee Island • Community Development Dept. , •-••1 #0/ Inspection Report ' • - 4 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31329 Phone 912.786 A573 ext. 114 - Fax 912.780.9539 ... m i ' diA. ............. :i.kEwii.R c'.." 4111111 Permit Mo. Li_L-_-___ats 4--L.. Date Requested 3 -2 9 - ( 0 _ 414_c „I _ Owner's Name _.? LP 5 Date Needed .---7 !(,) - 3 0 - t 0 f--- ,I, T) Gen. Contractor 1-_--..61< A-- erm o &--c- 1-4F zSubcontractor ( / a (0. ' - ,./ (1) Contact Information f--) L \... ..:2- 3C. (0— LO .5- 0 Project Address _ ill 1.-- 2 \ a r-- A v Scope of Work n ,e. .1. ..,,,, - • , ik.: _ Inspector r)I' Date of Inspection ---- , e.,- )4) ".. 0 .. '' , inspectionS .- - 1:-?. i --7) F J_z_la_b_4_438e:____ ripf 0 ail ill Fee is)0 r R , .'\'-1,.a(` ' :11:.)::[11)41:71(:)13 7 /13 -.V.V i , ,I.,,—icio• 0 ,, ,Ai e:)1 -s -\„... 1 .1,. 1-- cbiLi 40cs' F.A # PiE04A/nill17 i -fir- Z.@I/ Inspection im , . , 11)41+ -7,i( - I i ey_ljt■ Z.c._ pk,)i /711_, -4 Inspection \ICL-4L3431'-iisst1414ati 1 „ _ Inspection Pass Fail Fee , . — _ _ 1 I t ej..701.4 7 I t tri ,.', .:'..iii'....1.';-- City of Tybee Island • Community Development Dept VI/kW% ,... ..,. ••;:,::::: %; . inspection Report t'--:1•.-• ••`, : 4 -TYbFaexe 913.51278d6f,r53931328 .‘tz.,•&,;:a .......... ..... 4.. - 403 PBhuticwieer Agvie2.386P4105.7B3oexx2t7.41914. ,...sal till' :,1Ef411:i 4:f; Permit No. :1 - 0 (5A- Date Requested f; - 1-4 - ( ■...D Owner's Name _i'‹ . 1-- 6... k.0 vs. 5 Date Needed ''' - -a- - I 0 Gen. Contractor Subcontractor 14is- __ca_ (1 , e c . Contact Information _dgaVictc 1/45.-Q 1,-, n 1 Project Address 7 J., ox Scope of Work - • 4-- , *---- k. ,...,•-, , . , Inspector _LILL_ Date of Inspection Inspection 4 p of,p 9 0 ,,,. , Qr..'" .P., s s Fail 0 Fee t . \-......-/ ... it ct . I i 2. 3 • , / / Inspection t,zwi fl Fee . ,. , I!nspection . Pass Fail 0 Fee . Inspection Pass Fail Fee , . . -,. .. 4 TX Result Report P 03/05/2010 14:33 Serial No. CM35228060004 TC: 166121 Destination Start Time Time Prints Result Note Georgia Power ,03-05 14:32 00:01:03 9g001/001 OK gg Note MIX: rimer gPnal_TX1ling, . Manual TXnaCSRCZeCSRC.gFWD:FForwardmePCrasPC-Fax. _ RLY: Relay, MBX: confidential. BUL: Bulletin, SIP: SIPnFax,FIPADR:FIP Addreess 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, POWER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TXBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-3,3-4304. 37 Phone 912 3.c'S- 623" 0 9- O 1 S'-1 _$ " F e r S C 3 c..r,:+s -f- Location Address: I 1 ='Z'Q r- Avg - Lot# Release Date: 3--5'1 d �-2v.+jam•pa. ,cr" Type of Release: Temporary Permanent Subd Name: Electrician: VZ ,S S t e c. Electrician Phone Numbetr�: I�L �-13 c 7 OwnerBuilder: /M •e\ ^1� ;4-t�,¢./kt5 /`�s Qs 3- Phone Nurraber: '-['g 4 - Rfcs(o CZ1 Ca Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwnerBuilder: Phone Number: • Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwnerlBuilder: Phone Number: F RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-1:2444z35-37 Phone 9124443 3 040- 26o 44 cc 44.14 __ 306-2soS- ST 3 00:44,/ 308- 2 to.13" 0 9- o 5q If rnu4-e rs C 3 ch r►; +s + +c-r) Location Address: 1 =Z,�Q r Ave_ . Lot# Release Date: 3-5-1 ✓ O / � Type of Release: Temporary Permane-t-e nt o w Subd Name: Electrician u S S e t(� G , Electrician Phone Number: 4 4- 1307 Owner/Builder: Ma c ^ i -cLo E s l as 4- Phone Number: 4 I4 -786 6 eOQ ?cc:c: `o•,4re.c4 r,s 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: C) fl, f oi i.s.......*::';; City of Tyhee Island . Community Development Dept. •- Inspection Report VIA•;I, ..-..' .‘ ' 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 I.4 Phone 912.786.4573 ext. 114 - Fax 912.786.9539 •4 • ...,-........ :,5F-fet5 q:t't ,..„,••°' ..... Permit No. ' 0- -,O - , Date Requested /4; /6) 1 , < Owner's Name 1 I I- ,1A 0...),, ;,‘, Date Needed if Air 0 i.t'''''''' Gen. Contractor Subcontractor _ Contact Information Project Address _____r_7 1:1,111:Z. Scope of Work / - ., Inspector (Adtt 1,.... / - Date of Inspection / //7 ---- .'-'42/167 Inspection H 3A1 if.i K.7E1,44 i -. Pass a- --. - ii Fee VI ... Inspection__ Pass Fail 0 Fee ....___ Inspection Pass Fail 0 Fee Inspection Pass 0 Fail Fee • • t., • VI, ird;,2'79567: City of Tybee Island = Community Development Dept= • Inspection Report uraFil 403 Butler Ave. = P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 5;i::-611;;F:ri Permit No. Date Requested 3 Cc Owner's Name Date Needed rd 4/ (A - f Gen. Contractor Subcontractor Vre-r) A Contact Information }173 .4-{_z. Project Address 17 I '7/ '•_,.1:1;Z, Scope of Work QA...t-) )r)14 Inspector Date of Inspection Inspection 11/112 Pass -V Fee Inspection Pass Fail o Fee • Inspection Pass Fail o Fee Inspection Pass Fail Fee r--, -CO City of Tybee Island • Community Development Dept. ##t • • , Inspection Report . ..# 403 Butler Ave. P.O. Box 2749 • Tee Island, GA 31328 mar ■vi rt. Phone 912486.4573 ext. 114 • Fax 912.786.9539 Permit No. T (31 , Date Requested Owner's Name I (-1 Date Needed j7jT3JO 51 c , Gen. Contractor L- --ci Subcontractor 3A/T2%(°--. Contact Information i1/14--C_IL. - Project Address rie, Scope of Work Inspector /2j1 Date of Inspection Inspection_ Pass 1:3 Fail In Fee (( pai2 I I 1 Inspection Pass Fail El Fee Inspection Pass Fail El Fee Inspection Pass Fail Fee - — — ( 1: of Tybee Island • Community Development Dept. 7.7Nri of Rs : Inspection Report Airs, lo"/ 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 r..#.fra• • • :••ft,'.1--;.:;):- :‘,.....,...,., Phone 912.786.4573 ext. 114 - Fax 912.786.9539 / Permit No. (..., -O/S-C4 Date Requested LA Lii LAI / / Owner's Name V_ i --4-_-1,1 i;--z--A) S Date Needed / Gen. Contractor_ 1(../.:)--4-e-i 117: / ,. `.---) Subcontractor Contact Information 1/04C4,1. a64- _ -)pv,..z., ...._ Project Address 1 7 1 2: C./I-L. Scope of Work 1 r-cA.&\ ....) u IQ i Inspector- ,ii, Date of Inspection - 47-4 1 DLI'' • ,•' -is' i • .. . Inspection 1-1 L:-/:-EtAY-1-11 - I Pass le . I Al Fee 1-r‘- 11-r-4-Z - 1 ,...1., vu,,,.:, csii.z .... 3 i:24.5.ctul ,icr, t&Jr4-11 .464: ,,,,) 0 (..4., (I. t\ 1 (-,—• , \' I C., 1,,,- , Z,1 ELAndit..42.. 4:-(11Z-r•SZ- S ) ( ,•\.; : Inspection , Pass Fail El Fee Inspection . Pass Fail Ej Fee Inspection .:.. Pass c3 Fail rj Fee , ... City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. • P.O., Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. -(13/ Z-1 Date Requested i / Owner's Name 4--e-11PE-ZS Date Needed ///Z)/067 Gen. Contractor 1/..' -1.__2_,1"' Subcontractor -17.7-='—' Contact Information 3—0::::,.$2;7---LA/1 ii„,; ZZC)Z Project Address j17,..1 -E(-7 4 Scope of Work k.)1-6413 ' 742,7E. d , Inspector '-7 I bif-ii I _____ Date of Inspectiop./ V Inspection ----, .• -7-", - i A 1/.).." i -, Pass Fail 0 Fee ..../\J r" t t / I ( pill2:+r 44 l '5-j: I IC441 17-4-Z j ) xi ):(7-.J 1,--z /A-Jc)T-7: . 4-1,41-----r -7 i---26 r----1 ---- - ,...? — tr- k 0 a 1 e........ Inspection Pass 0 Fail C3 Fee Inspection_ Pass Fail El Fee Inspection Pass 0 Fail 0 Fee _______ I 1 z. ,.....# a. .....,.-: City of Tybee Island - Community Development Dept. i.•. •..Y. Inspection Report km,', • . It. 403 Butler Ave. • P.D. Box 2749 • Tybee Island, GA 31328 71,..•.. Phone 912.786.4573 ext. 114 • Fax 912.786.9539 f 1,9 Permit No, Date -L)16 Requested i!I Owner's Name (LL,.." Date Needed 1 1 1 Gen. Contractor 1 i._,_1 4-e..1 ;11:--i,' '-':) Subcontractor Contact Information Project Address 17 1 ZLgia. Scope of Work 101E,A.,..' k.,,) Inspector Till 1146 Date of Inspection Inspection I-- 1-1,77;i,CYlii - i Pass EA Fail • Fee 1 '?... Ali'if:,iZ, ) / -2. N2P 1 r i 1207--'- Clg i ---7- ,-;..riz7„ -, _ ..... . Inspection Pass Fail 0 Fee ., Inspection Pass 0 Fail 0 Fee • 1 I . Inspection Pass 0 Fail Fee I I i ' n f"' t J, ) ? --— .....,.... ik y,■,, (xi City of Tybee island - Community Development Dept. ,'-'.: • . •'Y••• •'''-' MEM az i, Inspection Report iv!145 403 Butler Ave. - P.D. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 - Fax 912.786.9539 ;:;;K• ...c414f.',i Permit No. ' 4329- 0 i S zl ..- Date Requested — .,- , Owner's Name_LI -)"7:....,i;i:i......is Date Needed V/ :Iv 1 , ,, Gen. Contractor t.--1 -1.--7~-i,'; 4 .86 Subcontractor • Contact Information /1144 4:- a 8 - -7E,e:3(,, Project Address I -7{_11:1 ._. _ , ,.■ Scope of Work N.) 17--,...:..4....A..1 44.1,1,,.7.-......774-1„474 ut,,,... r.., , Inspector --1 1 1 , Date of Inspection ti S U . i i Inspection I 1 '' ''''\) ):1L‘-i: Pass ,a I 11 Fee 1 if)i– r- ii,-4:4) ---1-744-- 7 L,,,,,,) .,-:, ti\ 11.:- r4).T0 ---,- , - 7:'' —i -- )7 ( ( r..,,Li ilo kv, pi i4 /-1 3 .--: 6) i,0 1=-6 1---I 1 1 Fae; Inspection Pass 0 Fail 1:3 Fee if ! I , . Inspection Pass E3 Fail 0 Fee Inspection Pass Fail Fee ..,. ,„ . .1. ...,.. , ,...1 ...‘: .,.... City of Tybee Island • Community Development Dept. .....::':.,.... ..+s::; '• Inspectiori Report . 403 Butler Ave., •'„P.0. Box 2749 • Tybee Island, GA 31328 . ".•.••.... • - .. . .,- • Phone 912.786.4573 ext. 114 - Fax 912.786.9539 • .- .`i'll-Fttri 47'. Permit No .4.4 .3.'' ''1.1° -()ie-s.-C4 , Date Requested i Owner's Name_ 1,/,.I-17:- ' C:_ Date Needed / Gen. Contractor Ii../ 1... Ar1)17-1,11/43 S _ Subcontractor Contact Information I/04n( ( /, 44 Project Address I 7 1 zu- fal • . Scope of Work Inspector . of Inspection Inspection_ . 1ft--141/r1 j4C-t)__:_- 1(,„.., Pass Et"--rail Fee / " /- i iii9--.) r-pii,,,-JG- )),, ,t_ ,,E._.•-;?,',1-77e5--)..S . / --.) ) • , / ,,,, ' / / ( l'i • . / '-- -1()/-7 i---2(1',16,- t2//9-7-z•-', ''. ..-:::. ',./.).5.,-At.t- . . .. e.,.;.- /./.) t 0)$A4c/4 Inspection Pass c3 Fail 0 Fee ..,,, Inspection Pass Ej Fail E3 Fee ,• . • ..... . t Inspection Pass 0 Fail 0 Fee . . Table A—End Support Minimum distance from edge of hole to inside face of nearest end support Joist ® Round Hole Size Square or Rectangular Hole Size Depth 2" 3" 4" I 611/2" 1 81/2" I. 11" I 13" 2" 1 3" I 4" 1 61/2" I 111/2" 11" I 13" , 110 l'-0" P-6' I 2'-0"_I 5'.-0" P-0"j V-6" 2'-6" 4'-6" 911/2" 210 1'-0" 1'-6" I 2'-0"1 5'-O" Alk 1-0" I 2'-0" 2'-6* 5'-0"- 23D 1'-0" 2'-0" 2'-6" 5'-6" 111111" P-0" L 2'-0".±3'-0" 5'-0" III 360 1'-6" 2-0" 3'41" 6'-0" 1'-6" 1 2'-6" 1 3'-6" 5-6" 110 1'-0" 1'-0" 1.-0" 2'-6" 5'-0" P-0" l'-0" 1'-6" 4'-6" 6'-0" 210 1'-0" 1'-0" 1-0" 2'-6" 5-6" 1'-0" 1-0" 2'-0" 5-0" 6.-6" 111/2" 23D 1-0" 1-0" 1'-0" 3'-0" 6'-0" 1'-0" 1'-0" 2'-0" 5'-6" 7'-0" 360 1'-11" 1'-0" 1-6" 4'-6" 7.-0" I 1.-0" 1.-0" 2'-6" 6.-6"17-6" _1 560 1,-0" 1'-0" 1'-6" 5'-0" 8'-0" . 1'-0" 2'-0" T 3'-6" 7'-0"T 8'-0" 110 1'-0" ' l'-0" 1 1'-0° 1.-0" 1 2'-6" 5-0" ' P-0" 1,-0" r P-0" ' 3'-6" ' 6'-0" I 8'-0" 210 1'-0" 1.-0" r '-o' 1-0" 3'-0" 6'4" 1-0" 1,-0" l'-O" 4'-0" 6.-6" I_ 8'-6" I 14" 230 P-0" l'-0"—1-0" 1'-6" 3'-6" 6'-6" 1-0" 1-0" 1-0" 4'-0" 7'-0" 1 9.-0"_I 360 1-0" 1'-0" 1'-0" 2'-6" 5'-6" 8'-0" 1,-0" 1'-0" 1'-0" 5'-6" 8'-0" 9'-6" 560 1'-0" 1-0" 1.-0" 2'-6" T 6'-0" 6-0" 1'-0" 1'-0" , 1'-6" 6'-6" , 9'-0" 1 10'4" 210 1'-0" l'-0" l'-O" 1'-0" I 1'-6" 3'-6" 641" 1'-0" 1-0" 1'-0" 2-6" 6'-6" 8'-0" 10'-6" 230 1,-0" 1-0" 1,-1)" 1-0"i 2-0" 4.-0" 6'-6'. 1'-0" P-0" 1,-0" 3'-O" 7,-0" 9'-0" 11-0" 16" 360 1'-0" l'-0" 1'-0" 1'-0" 1 3'-0" 6'-0" 9'-0" 1'-0" 1-0" 1,-0" 4'-0"T 9'-0" 10'-0" ' 11'-6"__. _ 560 1.-0" , 1,-0" 1-0° 1-0" 3'-0" 6'-6" , 10'-0" P-0" , 1'-0" P-0" , 5-0" , 10'-0" 11-0" I 12'-0" Table B—Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Joist Tile Round Hole Size Square or Rectangular Hole Size Depth 2" 1 3" 4" I 61/2" I 81/2" 11" I 13" 2" i 3" I 4" I 61/2" 8W' I 11" j 13" 110 1'-6" L 2'-6" 3'-0" 7'-6"d 1..., 1'-6" 2-6" 1 3'-6" ; 6'-6" _.... 210 2'-0" 1 2'-6" 1 3'-6" 7'-6" I —741 --.13. 2'-0" 1 3'-0" 1 4'-0" 1 7'-0" I CONTENTS 1 Floor Roof and Wall Beam and Column Allowable Holes- Allowable Holes- Allowable Holes- ilevel®Trus Joist®TJI®Joists 1 ilevel®Trus Joist®Timber Strand®LSL iLevel®Trus Joist®Timber Strand®LSL, T110 Joist Nailing Wall Studs 2 Parallam®PSL,Microllam®LVL Requirements at Bearing 2 Web Stiffeners 6 Headers and Beams 2 iLevel®TJ-Pro'"Rated Floor System.... 2 Typical Roof and Wall Framing 6 Beam and Column Details 9 ilevel®Trus Joist®Silent Floor®Joist Ceiling Joists 6 Beam and Header Bearings 9 Framing 3 Roof Details 7 BUILD SAFELY Fastening of Floor Panels 3 Framing Connectors 8 We at iLevel are committed to working safely and want to remind Rim Board Details and Installation 4 you to do the same.We encourage you tofollow the recommenda- Shear Blocking and Ventilation Holes... 8 tions of OSHA(www.osha.gov)in the U.S.or provincial regulations Floor Details 4-5 (www.canoshweb.org/enU in Canada regarding: TJI®Joist Nailing -Personal protective equipment(PPE)for hands,feet,head,and Cantilever Details 5 Requirements at Bearing 8 eres —Fall protection Filler and Backer Blocks 5 -Use of pneumatic nailers and other hand tools —Forklift safety Web Stiffeners 6 Please adhere to the level product installation details,including the installation of safety bracing on unsheathed floors and roars. Framing Connectors 8 PRODUCT IDENTIFICATION �1 x131/4 1 1 r2'A6 �y1 x25/fi' �I r25A6" �1 �3 n 11/4"-134" —1 11/4"-13/4" 1W-13A" iw --r 1W 91f�" 91" 91�" 91/2" T— 11J�„ W 3 3 ,_ 113 3 „ 1134" 3 „ 113/4" r4 11 r4 4 14" 4 14" 14" h6"- 14" 14" 16" 16" 16" 16" I.` 1_l_ TJI® 110 joists TJI®210 joists The 230 joists TJI®360 joists TJI®560 joists ALLOWABLE HOLES-TJI® JOISTS 11/2"hole � may be cut Min.distance from Table A Do not cut holes larger than Min.distance from Table B anywhere in AV - 11/2"in cantilever _ � web outside of `� / I hatched zone DO NOT cut holes >t �tt ' in cantilever :V A l 6" ❑ ,W :',4 I I 0 6" ��,,�,r ' reinforcement. 6"` di 2 x D1 Di \/� Lz 2 x L2 D2 ��II -`Closely grouped round 6" 6" �R .,jI -✓� No field minimum holes are permitted if minimum No field -Vow cut holes (applies to all the group perimeter cut holes in hatched holes except meets requirements for in hatched DO NOT cut or zone knockouts) round or square holes zone notch flange. ARTICLE 5.PROCEDURES FOR ADMINISTF "TION AND ENFO... http://library6.muni com/default-test/DocView/14104/1/109/114... Sec. 5-156. As-built drawing requirements. On a project which site plan approval, special review, engineering or a drainage plan is required by the Code of Ordinances, the owner, contractor or applicant shall file an "as-built" plan certified by an engineer or architect demonstrating compliance with the previously approved plans and identifying any deviations there from. If there are deviations identified, the engineer or architect must certify that the deviations will not materially adversely alter the stormwater controls or drainage characteristics of the original plan or that the deviations are within acceptable levels of tolerance recognized by the profession. Until such certified "as-built" plans are filed, no certificates of occupancy may be issued. The City of Tybee Island shall have the right to request that the contractor have a professional engineer or surveyor certify the height of any structure. (Ord. No. 2000-23, 9-14-2000; Ord. No. 2000-23, add 10-4-2000; Ord. of 1-26-2006(3)) Ia- 23-0 I z1cLV i 0--- 2 -o4 �J 9 na4ah 1 re c e :0ec Q *1)1‘ovve. ca.(l e s: c szhr\ 4 orcl o-rce WaS Qcdec n 200 (0 40 address $ti cfn CoylC 5 . l °J ` OJ ( or 74 y") (2.-, ? An o lc is cell 15 404- `1 Slo G. .1)(icortrVL, , h4, j as racv re-c{ b Ra. Pro rd xi' 35 ' 1 of 1 10/23/2009 4:25 PM t , 4,7414.#a -_,;--..,, City of Tybee Island • Community Development Dept. rime,-ot Inspection Report 403 Butler Ave. • P.D. Box 2749 • Tybee Island, GA 31328 `-'i,•■•••,:ii.. Phone 912.786.4573 ext. 114 • Fax 912.786.9539 4.4 Date Requested _ Owner's Name 7 a ril_t:, .1.:-; Date Needed _ i / I Gen. Contractor j1S 6.),\)5415Libtontractor Contact Information ,,- --", Project Address / ' ( / ZLLtic-- Scope of Work N rEAA) --r4-77:-/Fif. u/0/4- . JAEInspector .-- , Date of Inspection Inspection i— r:'''' "--- ---- -?N)C-1 - - Pass DC ‘z gliFee ( Inspection Pass Fail 0 Fee Inspection Pass Fail 0 Fee Irmnerticin _P.R•gq Li ramie _Faii rwmal _Ep_tp LI 1 1 :;`:::1,W.:CKY oi TY ai Isla-tad . Co rr r (le e! Er€ . Dept. � b�n,tc t- port r � ; -': E.ii. ° we ` P Gr Sox 2174g _ T ;_ee isfnnd_ G.A.-. C :=r E. t { . k`4`��1ne s 1Z ?Uci.457'.'�3 e--1,-ti- 1�,'-_4 t-is:.. 0-1.2:2'25,:g.52.0 �`i.�. 4 rii,,t-e- Per u a:::t P "-1 10/2.440q .•ti.tc��Z Perni f t H rt. z)sq -C3i/S- Ci%i' 's s f:e. e- l44'! S _its IN:eed 10 2�}/Lg G{- C:1rit€ rtc r E___IiG ' _s _ NJ u contt- ct E -- — ---- --- c:ck i i:t..ct information J,Rey_ _ 84--7g p_._ . - o J.-=f. _ 17 I Z[ - ._� ____._ 4' ‘f' �:..'I-.Fs-t I tig.pect on PIZAtMa i Pass j a i�€ xf Fee - --- 7S �i Cam,Z1- I c -- r __— — — 1 Efib TO e_br■W-iS2tv1 TI fa.--tomk)S c z f Zc 1 62` 13 --- b --t Co1.'1r-a-eW1 I e-badoNl.S I- iz YY1?z-14 • r114 -- /•116"z4 To �Lt7U1 cif. 5 i �� Q tM lEG-1. Z x v►1 'V°617-- - t3J 4'D i 1 Dry. 0 -d i ps @ w«ct4 , 'Room At I i Pr - 7 TD. IL4-1-rLA PAGl "Lvv-3o 4- t - -- 1Jitt_7 TO 1 Ib� 0Gtr 1, r" - U'�� bF i IS N L s 1-1 I:�I l 1 � ors : �o� ��' 'r--I0 • 170 flW2nyr r:l( lr - r -i- ccuct-1 0A-1 a tleX -7-D f TZ£5�DP HAP & . °L". ems(1 A2� cl ost-~ c° cI ) ot‘I vr�U- A- rrvt 17(rt- U ND i t. t,11,,,.1 C.4- or)(EC.t4 (X,44 -1 Z , AD II__ s 1 l 155u 1 l A,1560 i� & -g 1✓,aA L tJc�z-• � b F,.�ls 1412-164476 s-� 33 c-%(oo- � If /' 7Mitirrei • /....,: .1"''',..,. City of Tybee Island • Community Development Dept. *Am • Inspection Report 4 kts:iv : : : 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 3132 Phone 912:736.4573 ext. 114 • Fax 912.786.9539 .,.•..-. /-, Permit No., 064- -,;_12,1_2 Date Requested Owner's Name 1(_,. ..... Date Needed ' ! , i )- 7 ,::.61.,_ Gem. Contractor 1(--7I-1 C-4/1 ".•:.:") (..---ept . Subcontractor .-, Contact Information Project Address , li ___Lz.61--.....4.___-) ___. Scope of Work .,-) Inspector ''''-7 I '1 Date of Inspection f ' Irispection,____ Pass El - Fee .e \ ---\--- i_.\2Av1 i (..._, FA I X 1 ( u AZIfyz "I-3-e26)01) . . , 4,,rvit, '/ Inspection r-T-34/41W7a-,- -t° Pass Fail I 1 Aj.zyi L ( ( 1 ., ) / •Av 77t)c ' / r...:.:4, (4,1( 6:r...)- ‘. . 1 1 i,34)/ttfr•j ( 64 1 ...II r17'i' / . 48.-'I-) (---,, 1 441,1-T-7-t-:) (- 4zi- ,, . •$' ,...4./kti t prte4')FC,V1" ili'i i,, . i /k 7 ...•-■1/11.7 iii-..."012-414"-I'llt . , r-it‘ , 1 , uctelitir„,4 ii, Inspection 14-7.401-0]1 r■- (y- Pass [3 Faill in -.-. 1 . , ',.., A,,,,,,_0, (\ir_c. _ , riii 1/3441e.,4,\ iOr - ( 7) • off,,,ra, +4) , fi'^r "... - , '''''r a.Liak)r) Alt 1111411) 4b. , / 1 1,3r) plA /, / Inspection '' 4‘,--,411111N - ' _ Pass ri / ail wa I - a, y ("00,7, 1,00-1 4- I ".1 ) - 1.....1 11•61,,, -F,.. -f- , i ) ti,. (— ... . 111.'f/Z:f. •, ,",/.- . 1.,.•;..,fr,• / .■-- t 11-740.-1 1,- ,12) ." • . , - ._, il,,p," City of Tybee Island • Community Development Dept. - ft ■ o ems a - 1 Inspection Report 403 Butler Ave. - A.O. Box 274 - Tybee Island, GA 31328 :-...-....,....A;;;,.. •.. .• Phone 912.786.4573 ext. 114 - Fax 912.186.953V Permit No. 110 i 4 Date Requested - 1 . ,,, / Ai/ /6/4.3/16(4? Owner's Name /_\_L-Lf.1211 S Date Needed / Gen.. Contractor uKf. 4 c Lf2 r''h e 0 0..c+ Subcontractore-De Contact Information ' 'S. 0_ I I 5- Project Address _ 1 7 -1"-.. _7 lar_i__,SLe___A ___44 4, 7--- Scope of Work I-1 e Ls) 4 r t-_;D1 X. Inspector Date of Inspection *pot _ rk'v.) o :/--N Inspection 4:, r e *1--1-ra e Pass Fail El Fe F pet__ s 'roe P Ai; A.,,0 7 ee)X"" -A 4 . 1 Inspection Pass Fail E3 Fee --t • i Inspection Pass Ej Fail Ej Fee Inspection .Pass 0 Fail c:3 Fee I e----'4 ("< 5, _(:),- : - ._ .,, • I•:,,, AP 'City of Tybee Island . Community Development De.Lpt. isms ..o Inspection Report #* ..... ..,. 403 Butler Ave. - P.D. Box 2749 • Tybee Island, GA 31328 ..;......,..4:1.. Phone 912.7B84573 ext. 114 • Fax 912.786.9539 X;12(Z:ei-6 Yb Egli-:R / Permit No. O ?- 0/54 Date Requested q :/41/04 Owner's Name eeLEAIS Date Needed ' _ -----,, _ Gen. Contractor GIL,, Edrikit Subcontractor KO Si-g-441 Ed if..C.: #C.,... Contact Information . Oi ai:(44,Did7 ______ ______ Project Address I'-'2 ;1:‘,',..1..... .__AL-2--- C. Scope of Work Or-./A ) 3 Of-3 14 . . n Inspector ill 4r.,./4.. Date of Inspection a Inspection 1 t.c.,___— ____ Pass C21 Fai I:3 Fee (4) 0 j _. \ \"20113:-'154elik-- AA ‘‘ i ' (S.(1,0,4•Stth 'AI ---- * - Inspection ETZ I - 1.-Z Pass Cae"<cail 0 Fee (6) 10A4t, , / , ----) x ,) ..034-10r1.S ( l A..) t r 1"-\risi C) piii, r-- ,if-LI ..--...., Inspection ETZ 1 - \ 4- Pass F - Fee i. ("4. 443,64 AZeiq J . Inspection Pass 0 Fail Fee - - —— -- -- — - — - - 11 • . . ( % I 1:','-"•E''':'- - -, '•-City of Tybee Island - Ccanmunity Development DepL set...%. ..,....", .•-s , InspeciJon Report Z4o, 4 . . 403 Butler Ave. - P.O. Box 2749 - Ty liee Is lan.d, GA 31328 :......:',...4;.;:/.. Phone 912.130.4573 ext. 114 = Fax 9/2-786.953g Permit No '049- ,,,1)..t .,r-lif- . Date Requested gjii.V0 61 . I I/ 4 Owner's Name y-i -7;7 'i4;47.7417:i:\)4 Date Needed i /1 lo i Gen. Contractor Subcontractor ; Ca ntac:t Information __ ,/h1:46,j 44,...../ J914-4- :i342._ 1-3? 1 Project Address _ _V? !z.,:lici-___Lg., ti- 1 , — j Scope o Work .--- 1 ' ‘ 1 Inspector --7(11 Date of Inspection :1_ __P U ñ r ...' '..'•. .°' ....'.'- '..' lernin: • Pass Fail Vr4 Fee (A) 1-- ' \ 41 (i ---t.A011,31--Lr're)/\- ' ,, ..)tZ(... -000 5,/"V ,11 ', l 'i , it 1.) - ; ----, ---- , [ Ins;pection Pass Fee L - k, L, 1 ! . „------, Inspection :, ,,,::-.- 1._:. Pass F ,'" ,,, ;:' Fee , it2 ,a) -7 2- CI i i A4 t ?reioi&---)-'--QA--i-v3,572)1 , . 1,31tc- zoo,„? . , SIC 4X)& 3 CO.0 .,.. ,),bg 1.3A-t e51,),Iti.:)k (Jul t7---;i2t, - 6.-6,..) p ,:,,,,,, _ Inspection -2 i Pass psIL \ i, 1 F ,.., ) ) • 1,Lj .,2,._ 411 . t. - . clf .)4.)'r 'c- I p , CITY OF TYBEE ISLAND WATER METER PICKUP DATE ISSUED: 08/24/09 PERMIT#: 090154 WORK DESCRIPTION NEW 3-UNIT CONDO BLDG WORK LOCATION 17 IZLAR AVE ABC OWNER NAME MACK KITCHENS ADDRESS PO BOX 1499 CITY,ST,ZIP TYBEE ISLAND GA 31328-1499 PHONE NUMBER 912-484-7866 CONTRACTOR NAME EAST COAST PACIFIC CONTR INC ADDRESS PO BOX 1499 CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3300 OCCUPANCY TYPE P TOTAL FEES CHARGED $14,599.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $266,000.00 3 WATER METERS TOTAL BALANCE DUE: $ 0.00 (3/4-INCH EACH) 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.cityoft-ybee.org _ . _ -.9f Lx-o.P =Coc. ��t Chatham County MMc <.■ s otg,Set, �e a'�. P�` REVIEW FOR CODE COMPLIANCE o4 6' S� / n fob Every effort has been made to identify aP code e violations, no oversight by the Re reviewer shall be construed as authority to violate, cancel, alter or sat aside Qp�� r any applicable codes or ordinances. The ��sk �� `' review and permit should not be construed skt\ ,a15U''\d�G.eca� as a warranty or guarantee. �\\C'`'.-ieie;S o ke ok -fie 1� , 6 Reviewed By c Date �� OP rtc$ -715 TfPE "x. " u4 i3corpo System Performance MIN. 40 MINUTE -� i IBC 2006 TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH System description MATERIALS ON FIRE-EXPOSED Floor Ceiling Assembly SIDE OF WALL 3/4" nominal wood sub floor 2"x 10"wood joist 16" o.c. 1/2" or 5/8" SHEETROCK brand gypsum panel, FORECODE C CORE Estimated ceiling weight-3 lb/sf T( . is ca.►u r LcckS•( f 7e c- pc 4 L — — Ir4 ,I III 1 / P " - ARDIF B ARI A 1pir � LA _, L V \ , / pp, 1 WRAP 6x6 L \- V \ , b / 8 ' TYP1_ - x , YP P I T , 6 X d °tion T ns In erg d State of COO TYPI - AL 711_ v BnCY Ft. ,ESISTANCE-RATED CONSTRUCTION ti 4 1 INCH JOINT WIDTH ,® 1 INCH MAXIMUM RATING OF OPENING RATING 2.�`��\`L.� = Iof CERAMIC 1 mine Y 03 4 5 6 7 6 ~ PANEL THICKNESS.INCHES u a 3fe INCH JOINT WIDTH o JOINT WIDTH 3 M. 2 hr r CARBONATE OR 2 1�t!�t■ x SILICEOUS CONCRETEGATE a�allikill O ____ SAND-LIGHTWEIGHT For SI: 1 inch=25 4 mm- 3 PANEL THICKNESS,INCHES B FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL '` TYPE OF AGGREGATE USED IN CONCRETE OR CONCRETE MASONRY i Concrete:siliceous Concrete:sand I Concrete:lightweight I or carbonate lightweight concrete I concrete TYPE OF FINISH APPLIED ;.Masonry:siliceous or I Masonry:limestone, I Masonry:expanded I Concrete:pumice,or I • TO MASONRY WALL calcareous gravel cinders or unexpended slag shale,clay or slate 1 _expanded slag Portland cement-sand plaster 1.00 0.75' _ 0.75'i 1 0.50' I !Gypsum-sand plaster or gypsum wallboard i ___12_5_ 1.00 1.00 I _ 1.00■ Gypsum-vermiculite or perlite plaster I 1.75 1.50 1.50 L 125 ,f For SI: 1 inch=25.4 man. ■ a.Forpontand cement-sand piuster s/pinch or less in thickness and applied directly to the masonry on the nonfi re-exposed side of the wall.the multiplying factor shall be 1.00. TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL _ FINISH DESCRIPTION TIME(minute) I !Gypsum wallboard 3/8 inch 10 I/,inch 15 sle inch 20 2 layers of 3/8 inch 25 i 1 layer 3/8 inch,1 layer I/2 inch 35 2 lavers t/,inch — 40_ Type X gypsum wallboard Vyinch V s -- 25 JI— inch G Portland cement-sand plaster applied directly to concrete masonry See Note a___ J Portland cement-sand plaster on metal lath 3/4 inch 20 7/S inch 25 I inch 30 _—_-- ---I Gypsum sand plaster on 3/8-inch gypsum lath 5/2 inch 35 /8 melt 40 • '14 inch - . -I-- 50 Gypsum sand plaster on metal lath 3/4 inch 50 7/8 inch 60 1 inch _ 80 —_—__-J . For SI: 1 inch=25.4 mm. a.The actual thickness of portland cement-sand plaster,provided it is h,inch or less in thickness,shall be permitted to be included in determining the equivalent thickness of the masonry for use in Table 721.3 2. 2006 INTERNATIONAL BUILDING CODE® 139 1) c? c)/5" Lid USG Fire Rated Assembly USGFire- `ate ' Floor System Design Print This Page A %.O%%1Ar1%jl11/j%%%%AY%!%7/71% rj%��%%/ 'NNW i WNW 4111•• i 7Z, ."' ■•■■ +NM NNNSN. 133/4" Iv' .. OMB ■11 OM IMO UL Des L542 . 23/32" plywood . 12" parallel chord wood floor truss, 24" o.c. . 2 layers 1/2" Sheetrock® Brand Firecode® C Core Gypsum Panels or Sheetrock® Brand Firecode® C Core Gypsum Panels Mold Tough . joints finished . optional veneer plaster Fire Rating STC IIC Sound Test Floor Thickness 1 — — — 13 3/4" United States Gypsum Company : 550 W. Adams : Chicago, IL. 60661 : www.usgdesignstudio.com http://www.usgdesignstudio.com/sysselector2.asp?id=426[8/5/2009 11:20:12 AM] BXUV.L542-Fire Resistance Ratings-ANSI/UL 263 Home Quick Guide Contact Us UL. corn AI. ONLINE CERTIFICATIONS DIR1TORY BXUV.L542 Fire Resistance Ratings-ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer . Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. . Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. . Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings-ANSI/UL 263 See General Information for Fire Resistance Ratings -ANSI/UL 263 Design No. L542 June 13, 2009 Unrestrained Assembly Rating—1 Hr Load Restricted for Canadian Applications—See Guide BXUV7 http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=1073984818&sequence=1(1 of 9)[7/15/2009 11:02:03 AM] BXUV.L542-Fire Resistance Ratings-ANSI/UL 263 1 1:4,, ,/- ., �ti4-. i ',f i x F- �`•; 1`;:-" i 1 wiry, 4 I . ti �I 1.„, tit . . , .\a-.) C4\' f' S 2: .... nom..� ....,.-.. _ _ ..... ... ....k.:G ._..... ..- \' f".'" r jn` I I- f f , t_ # , I _.,,.,;,�,w �'" ;_.....,....,_-_<.-1;###�� is k� w .�.,.....��.o�..�.n.�.;i.:�.ti:�%�:o.:lw.ie5::::.;:.,.�.,�., eo..,,,.M...,...:�a.�...x3'.... .. ,r ....�.:� m-:,� ;-w.�..,�"_�'r�.'.°;�d�.vd".L' �..vw...w.w-�, "s"'°r. .._,,,,,.�,.........k,...�...Y '"N 1 � �� ,,_•) 1 5 Z 55 ,}1 W, f � / ti 0 il <f 4, 1. Flooring System —The flooring system shall consist of one of the following: System No.1 Subflooring — Min 23/32 in. thick T&G wood structural panels, min grade "Underlayment" or"Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to the trusses with end joints staggered 4 ft. Plywood or panels secured to trusses with construction adhesive and No. 6d cement coated nails spaced 12 in. OC along each truss. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of plywood or panel. System No.2 Subflooring — Min 23/32 in. thick T&G wood structural panels, min grade "Underlayment" or"Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to the trusses with end joints staggered 4 ft. Plywood or panels secured to trusses with construction adhesive and No. 6d cement coated nails spaced 12 in. OC along each truss. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=1073984818&sequence=l(2 of 9)[7/1512009 11:02:03 AM] BXUV.L542-Fire Resistance Ratings-ANSI/UL 263 plywood or panel. Floor Mat Materials* - (Optional) — Nom 6 mm thick floor mat material adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of floor-topping mixture. When floor mat material is used, min thickness of floor topping mixture is 1 in. HACKER INDUSTRIES INC—Type Hacker Sound-Mat. Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 10 mm thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/2 in. of floor-topping mixture. HACKER INDUSTRIES INC —Type Hacker Sound-Mat II. Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a min of 1 in. HACKER INDUSTRIES INC —Type Quiet Qurl 55/025 Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. HACKER INDUSTRIES INC—Type Quiet Qurl 60/040 Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. HACKER INDUSTRIES INC—Type Quiet Qurl 65/075 Metal Lath (Optional) — For use with 3/8 in. or 10 mm floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 lbs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. Finish Flooring - Floor Topping Mixture* — Min 1 in. thickness of floor topping mixture having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 lbs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC — Firm-Fill Gypsum Concrete, Firm-Fill 2010, Firm-Fill 3310, Firm-Fill 4010, Firm- Fill High Strength, Gyp-Span Radiant System No.3 Subflooring — Min 1 by 6 in. T&G lumber fastened diagonally to joists, or min 15/32 in. thick plywood or 7/16 in. thick oriented strand board (OSB) wood structural panels, min grade "C-D" or"Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Finish Floor- Mineral and Fiber Board* — Min 1/2 in. thick, supplied in sizes ranging from 3 ft by 4 ft to 8 ft by 12 ft. All joints to be staggered a min of 12 in. with adjacent sub-floor joints. HOMASOTE CO—Type 440-32 Mineral and Fiber Board System No.4 Subflooring— Min 23/32 in. thick T&G wood structural panels, min grade "Underlayment" or"Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to the trusses with end joints staggered 4 ft. Plywood or panels secured to trusses with construction adhesive and No. 6d cement coated nails spaced 12 in. OC along each truss. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=1073984818&seguence=1(3 of 9)[7/15/2009 11:02:03 AM} BXUV.L542-Fire Resistance Ratings-ANSI/UL 263 plywood or paneling. Finish Flooring - Floor Topping Mixture* — Min 1-1/2 in. thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 300 lbs of sand with 5-1/2 gal of water. ELASTIZELL CORP OF AMERICA—Type FF System No.5 Subflooring — Min 23/32 in. thick T&G wood structural panels, min grade "Underlayment" or"Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to the trusses with end joints staggered 4 ft. Plywood or panels secured to trusses with construction adhesive and No. 6d cement coated nails spaced 12 in. OC along each truss. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of plywood or paneling. Floor Mat Materials* - (Optional) — Nom 1/4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. When floor mat material is used, min thickness of floor topping mixture is 1 in. MAXXON CORP —Type Acousti-Mat II Alternate Floor Mat Materials* - (Optional) - Nom 0.8 in. thick floor mat material loose laid over the subfloor with Crack Suppression Mat(CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1- 1/2 in. MAXXON CORP —Type Acousti-Mat 3, Crack Suppression Mat (CSM) Metal Lath (Alternate to Crack Suppression Mat(CSM)) - 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. Alternate Floor Mat Materials* - (Optional) — Nom 0.4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be min 1-1/2 in. MAXXON CORP—Type Enkasonic 9110 Alternate Floor Mat Materials* - (Optional) — Nom 0.2 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be as specified under Floor Topping Mixture. MAXXON CORP —Type Acousti-Mat LP-R Metal Lath (Optional) — For use with floor mat materials, 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd or Maxxon Corp. UL Classified Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1 in. MAXXON CORP —Type Crack Suppression Mat(CSM) Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Mixture shall consist of 3 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.0 to 2.1 cu ft of sand. MAXXON CORP —Types D-C, GC, GC 2000, L-R, T-F, CT System No.6 http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=1073984818&sequence=1(4 of 9)[7/15/2009 11:02:03 AM] BXUV.L542-Fire Resistance Ratings-ANSI/UL 263 Subflooring — Min 23/3, .. thick T&G wood structural panels, min grade "Underlayment" or"Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to the trusses with end joints staggered 4 ft. Plywood or panels secured to trusses with construction adhesive and No. 6d cement coated nails spaced 12 in. OC along each truss. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of plywood or paneling. Floor Mat Materials* - (Optional) — Nom 1/4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. When floor mat material is used, min thickness of floor topping thickness is 1 in. MAXXON CORP—Type Acousti-Mat II Alternate Floor Mat Materials* - (Optional) - Nom 0.8 in. thick floor mat material loose laid over the subfloor with Crack Suppression Mat(CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1- 1/2 in. MAXXON CORP —Type Acousti-Mat 3, Crack Suppression Mat(CSM) Metal Lath (Alternate to Crack Suppression Mat (CSM)) - 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. Alternate Floor Mat Materials* - (Optional) — Nom 0.4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be min 1-1/2 in. MAXXON CORP —Type Enkasonic 9110 Alternate Floor Mat Materials* - (Optional) — Nom 0.2 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be as specified under Floor Topping Mixture. MAXXON CORP —Type Acousti-Mat LP-R Metal Lath (Optional) — For use with floor mat materials, 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd or Maxxon Corp. UL Classified Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1 in. MA OCON CORP —Type Crack Suppression Mat (CSM) Finish Flooring- Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1200 psi. Mixture shall consist of 4 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.4 to 1.9 cu ft of sand. RAPID FLOOR SYSTEMS—Types RF, RFP, RFU, RFR, Ortecrete System No.7 Subflooring — Min 23/32 in. thick T&G wood structural panels, min grade"Underlayment" or"Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to the trusses with end joints staggered 4 ft. Plywood or panels secured to trusses with construction adhesive and No. 6d cement coated nails spaced 12 in. OC along each truss. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of plywood or panel. Vapor Barrier— (Optional) - Nom 0.030 in. thick commercial asphalt saturated felt. Floor Mat Materials* — (Optional) - Min 3/8 in. to max 3/4 in. thick floor mat material loose laid over the subfloor. http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=1073984818&seguence=1(5 of 9)[7/15/2009 11:02:03 AM] 6XUV.L542-Fire Resistance Ratings-ANSI/UL 263 UNITED STATES GYPS :O — LEVELROCK® Brand Sound Reduction b-ard Alternate Floor Mat Materials* — (Optional) - Nom 1/4 in. thick floor mat material loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture. UNITED STATES GYPSUM CO— LEVELROCK® Brand Floor Underlayment SRM-25 Alternate Floor Mat Materials* — (Optional) - Nom 3/8 in. thick floor mat material loose laid over the subfloor. SOLUTIA INC—Type SC50 Finish Flooring — Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1200 psi. Thickness increased to min 1 in. for use with LEVELROCK® Brand Floor Underlayment SRM-25. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO —Type LRK System No.8 Subflooring — Min 23/32 in. thick T&G wood structural panels, min grade"Underlayment" or"Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to the trusses with end joints staggered 4 ft. Plywood or panels secured to trusses with construction adhesive and No. 6d cement coated nails spaced 12 in. OC along each truss. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of plywood or panel. Vapor Barrier— (Optional) - Nom 0.030 in. thick commercial asphalt saturated felt. Floor Mat Materials* — (Optional) - Min 3/8 in. to max 3/4 in. thick floor mat material loose laid over the subfloor. UNITED STATES GYPSUM CO— LEVELROCK® Brand Sound Reduction Board Alternate Floor Mat Materials* — (Optional) - Nom 1/4 in. thick floor mat material loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture. UNITED STATES GYPSUM CO— LEVELROCK® Brand Floor Underlayment SRM-25 Alternate Floor Mat Materials* — (Optional) - Nom 3/8 in. thick floor mat material loose laid over the subfloor. SOLUTIA INC—Type SC50 Finish Flooring — Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 3000 psi. Thickness increased to min 1 in. for use with LEVELROCK® Brand Floor Underlayment SRM-25. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO —Type HSLRK System No.9 Subflooring — Min 3/4 in. thick wood structural panels, min grade "Underlayment" or"Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to joists with joints staggered. Long edges may be T&G or square. Finish Flooring— Floor Topping Mixture* — Compressive strength to be 2500 psi min.Thickness to be 3/4 http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=1073984818&seguence=1(6 of 9)[7/15/2009 11:02:03 AM] BXUV.L542-Fire Resistance Ratings-ANSI/UL 263 in. min. Refer to manufa, ,r's instructions accompanying the material fL specific mix design. ALPHA 7 GYPSUM L L C— EarthSmart Gypsum Cement Commercial Floor Topping Floor Mat Materials* — (Optional)— Floor mat material nom 1/4 in. thick adhered to subfloor with Alpha 7 Gypsum Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1 in. of floor-topping mixture. ALPHA 7 GYPSUM L L C—Type EarthSmart SCM WL. Floor Mat Materials* — (Optional)— Floor mat material nom 6 mm thick adhered to subfloor with Alpha 7 Gypsum Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min i in. of floor-topping mixture. ALPHA 7 GYPSUM L L C—Type EarthSmart SCM RT. System No. 10 Subflooring — Min 23/32 in. thick T&G wood structural panels, min grade"Underlayment" or"Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to the trusses with end joints staggered 4 ft. Plywood or panels secured to trusses with construction adhesive and No. 6d cement coated nails spaced 12 in. OC along each truss. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of plywood or paneling. Vapor Barrier— (Optional) - Commercial asphalt saturated felt, 0.030 in. thick. Vapor Barrier— (Optional) - Nom 0.010 in. thick commercial rosin-sized building paper. Finish Flooring — Min 3/4 in. thickness of lightweight insulating concrete with Perlite Aggregate* or Vermiculite Aggregate*, or gypsum concrete. See Perlite Aggregate (CFFX) and Vermiculite Aggregate (CJZZ) categories for names of manufacturers. Floor Mat Materials* — (Optional) - Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 55/025 and Quiet Qurl 55/025 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC—Type Quiet Qurl 60/040 and Quiet Qurl 60/040 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC—Type Quiet Qurl 65/075 and Quiet Qurl 65/075 N System No.11 Subflooring — Min 23/32 in. thick T&G wood structural panels, min grade "Underlayment" or"Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to the trusses with end joints staggered 4 ft. Plywood or panels secured to trusses with construction adhesive and No. 6d cement coated nails spaced 12 in. OC along each truss. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of plywood or panel. Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min http://database.ul.com/cgi-bin/XW/template/L1S...ion=versionless&parent_id=1073984818&sequence=l(7 of 9)[7/15/2009 11:02:03 AM] BXUV.L542-Fire Resistance Ratings-ANSI/UL 263 compressive strength of ) psi. Refer to manufacturer's instructions ac_ ipanying the material for specific mix design. ALLIED CUSTOM GYPSUM PLASTERWORKS LLC—Accu-Crete,AccuRadiant Floor Mat Material* — (Optional) - Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 1 in. ALLIED CUSTOM GYPSUM PLASTERWORKS LLC—Type AccuQuiet P80,Type AccuQuiet C40,Type AccuQuiet RSM 20,Type AccuQuiet RSM 32, Type AccuQuiet RSM 48,Type AccuQuiet RSM 64, and Type AccuQuiet RSM 120 2. Trusses— Parallel chord trusses spaced a max 24 in. OC fabricated from nom 2 by 4 in. lumber with lumber orientated either vertically (2A) or horizontally (2B). Min truss depth is 12 in. Truss members secured together with No. 20 MSG galv steel truss plates. Plates include 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other made from the same punch creating a split tooth type plate. Each tooth has a chisel point on its outside edge, with these points being diagonally opposite from each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approx 7/8 in. centers with four rows of teeth per inch of plate width. 3. Gypsum Board* —Two layers of 1/2 in. thick, 4 ft wide gypsum board installed with long dimension perpendicular to trusses with end joints located under bottom of trusses. End joints in adjacent rows shall be staggered on adjacent joists. Base layer secured with 1-1/4 in. long Type S bugle head steel screws spaced 24 in. OC and located a min 1-1/2 in. from side joints. Outer layer secured to trusses through inner layer with 1- 7/8 in. Type S bugle head steel screws spaced 12 in. OC. All joints in outer layer offset 24 in. from inner layer joints. When optional Steel Framing Members (Item 4) are used, sheets installed with long dimensions parallel with joists. Base layer attached to the furring channels using 1 in. long Type S bugle head steel screws spaced 12 in. OC in the field of the board. Butted end joints shall be staggered min 2 ft within the assembly, and occur midway between the continuous furring channels. At the butted end joints, each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 in. on each end. The two furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to underside of the joist with one RSIC-1 clip at each end of the channel. Screw spacing along the end joint shall be 8 in. OC. Outer layer attached to the furring channels using 1-5/8 in. long Type S bugle head steel screws spaced 8 in. OC at butted joints and 12 in. OC in the field. Butted end joints to be offset a min of 8 in. from base layer end joints. Butted side joints of outer layer to be offset min 18 in. from butted side joints of base layer. AMERICAN GYPSUM CO —Types AG-C CERTAINTEED GYPSUM INC — ProRoc Type C CERTAINTEED GYPSUM CANADA INC — ProRoc Type C CANADIAN GYPSUM COMPANY—Types C, IP-X2, IPC-AR GEORGIA-PACIFIC GYPSUM L L C—Type 5 LAFARGE NORTH AMERICA INC —Types LGFC-C, LGFC-C/A NATIONAL GYPSUM CO—Types FSK-C, FSW-C PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type PG-C PANEL REY S A—Type PRC http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=1073984818&sequence=1(8 of 9)[7/15/2009 11:02:03 AM] BXUV.L542-Fire Resistance Ratings-ANSI/UL 263 TEMPLE-INLAND FORE _ PRODUCTS CORP —Type TG-C UNITED STATES GYPSUM CO —Types C, IP-X2, IPC-AR USG MEXICO S A DE C V—Types C, IP-X2, IPC-AR 4. Steel Framing Members* - (Optional, Not Shown) —As an option, furring channels and Steel Framing Members as described below may be used to secure the gypsum board: a. Furring Channels— Formed of No. 25 MSG galv steel, 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to trusses. Channels secured to trusses as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item a) to trusses (Item 2). Clips spaced 48 in. OC, and secured to alternating trusses with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. Adjoining channels are overlapped as described in Item a. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 3. PAC INTERNATIONAL INC—Type RSIC-1 5. Finishing System - (Not Shown) —Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum board. *Bearing the UL Classification Mark Last Updated on 2009-06-13 Questions? Notice of Disclaimer Page Top Copyright© 2009 Underwriters Laboratories Inc.© The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2009 Underwriters Laboratories Inc.®" http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=1073984818&sequence=1(9 of 9)[7/15/2009 11:02:03 AM] C C 7, ei .„ / City 11,1 Tybe'e Island = Community Development Dept. • 11T711111 ■ Inspection Report iv. 403 Butler Ave. • P.O. Box 2749 . Tybee Island, GA 31328 VICISti M714 Oi.•..•4 .I• I.t IVI: Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ...x.f.:".e....in ..,. 1,-:r.l.':.1,..•i:4 , ' (-1 ( C 4 Permit No. D 9 _...„_ .... Date Requested 4. Owner's Name ‘k< ... -1-C .)0v.I 5 Date Needed - . -09 (... ,..) ______ r 0 , \ i I Gen. Contractor is:..., a Or \..,-..)G,-.s-(---- Subcontractor t ie f)e_ , (1 a b e, P I . Contact Information _ I ,-) ....., - A A - Project Address i 1 _....L. 2f ar ie-Ofe /--k -.1- („i/ , 2, Scope of Work , Nj (.; L,K. ,..,) "L) (-) ,--r. i I 7 Inspector i Date of inspectio ,1-- ' __ . 4. ,-0 1-')1 Inspection 1-\ (2 .0 r _ , j,_ ±_i_f____Q_..2.±." Pass En -:, ma Fee [ . Inspection Pass Fait 0 Fee -- . - ., ,.., ,,''.).•:(-_,-. ,'.'..' -, -/ '.,„),. .:,, ,.„.) : . Inspectio _ -- Pass Fail r-r-Fee - ---- - ,... • Inspection__ Pass 0 Fail 0 Fee 1• VT 1-z- I \ _ . 1 A.,I, ,,,.,',,. .._ ------ ... .•••.. _ __ 4 "=====1 .. !I:, 411----• L. A IA FA CA 0 VAFA VA/40%.1 ' . il 04 F K�YAT�R (.t)etc- r-tee -z t% ® / set e ak r■ PCaNO b ��e ��p ar ,a Chatham Co y REVIEW FOR CODE C ii'LIANCE AIIO p O#' tts :tY rN _`� to violate, cancel, alt, or set aside mazy applicable codes or .i dinarces. The review and permit shoul. of be construed as a warranty or guarant•t. Reviewed BY ' _ Date '7 `�'� 01 / C «r4 ird LEGEND 1 HR. FIRE WALL DESIGN No. U356 1 HR. FIRE WALL DESIGN No. U301 'k''M MI 1 HR. FIRE WALL DESIGN No. U31pESIG ALL CEILINGS 1 HR. FIRE RATED L542 = \ gm Q / ■ P 6. , ✓/ 0 CLO. 64 1 <I I' i' P.P. DN. DN. P. • BATH-1 - x �i XFOYER . 1 I / �y ® „AECH / . (j ` L tf =- o / I _i / SOFFIT. . I ®J CLO. 1-- BED RM, -1 ` 111 - , BED RM, -2 LIVING ROOM I W/D 1 REF ow 1 li n. O 1DAV BALCONY Iiii PAN -I LEGEND 1 HR. FIRE WALL DESIGN No. U356 EZZZZ 1 HR. FIRE WALL DESIGN No. U301 ►2�2 VIVA 1 HR. FIRE WALL DESIGN No. U314 ALL CEILINGS 1 HR. FIRE RATED DESIGN No. L542 6XUV.U356-Fire Resistance Ratings-ANSI/UL 263 • Home Quick Guide Contact Us UL. corn a ONLINE C LFLI MAT IONS URIC TORY BXUV.U356 Fire Resistance Ratings-ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer . Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. . Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. . Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings-ANSI/UL 263 See General Information for Fire Resistance Ratin s - NSI UL 263 Design No. 0356 June 09 (Exposed to Fire on Interior Face Only) Bearing Wall Rating—1 Hr Finish Rating—23 Min or 25 Min(See Item 2C) Load Restricted for Canadian Applications—See Guide BXUV7 http://database.ul.com/cgi-bin/XW/template/LIS...ion=versionless&parent_id=1073984818&seguence=l(1 of 5)[7/15/2009 11:07:11 AM] BXUV.U356-Fire Resistance Ratings-ANSI/UL 263 ` I {rL�..4TJL�C.1.Gw.�[..:.:4::?:�:.:.;�.:5:-..,::rAL�,�,�,'-.1-h$U:S{:IC fiSC.rC:7.V+�++..r...vr'......v.ml.:rjl�.:h0.f.n•v4,.i..ke�A..:L'r?'i:�1.L.Y-x'�L. lmG:1£CS74.iCl;S.i:'.::C.1'L;v..w..+,.-.,II ° 1 ti r ,." yy F '' Y J +t r.5 .1. t' ., /'1 /i's ti f t !5k_ t i''S !1, A jI\ t ' {- 4 /r "" '/ , ,0 „4-I,.,\/\',? .,/ 1 i + . i i 5 1 v Fes.- 'ti +' 'y' ,i 'ti '41 ti..'� t \ 1��py7= r}` ..w1�n '' .��.��. 'ti � }y� � 4Sw ye.�w�:...... .:,.. �. fl ..,t.A�- -1 •tm- +.',.�G(F FIRE SIDE 12 . . HORIZONTAL SECTION 0 8 4 rilli p i pi, ( 714 ,%,,, ,s;,..,V:ii it& fs,V.""liglp ip ip 1 gi;:t 4 ,,,, yyss ir 1 ("Y'.2 0 \?7:1-) 1. Wood Studs— Nom 2 by 4 in. spaced 16 in. OC with two 2 by 4 in. top and one 2 by 4 in. bottom plates. Studs laterally-braced by wood structural panel sheathing (Item 5) . When Mineral and Fiber Boards* (Item 5A) are considered as bracing for the studs, the load is restricted to 76% of allowable axial load. Walls effectively fire stopped at top and bottom of wall. 2. Gypsum Board* —Any Classified 5/8 in. thick, 4 ft wide, applied vertically and nailed to studs and bearing plates 7 in. OC with 6d cement-coated nails, 1-7/8 in. long with 1/4 in. diam head. When Item 7, Steel Framing Members*, is used, gypsum panels attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. When Item 7A, Steel Framing Members*, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle-head steel screws spaced 12 in. OC. All joints in face layers staggered with joints in base layers. See Gypsum Board (CKNX) Category for names of Classified Companies. 2A. Gypsum Board* — (As an alternate to Item 2, not shown) - Any 5/8 in. thick 4 ft wide gypsum panels supplied by the Classified Companies listed below shown Gypsum Board* (CKNX) category. Applied vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. CANADIAN GYPSUM COMPANY http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=10739848188sequence=l(2 of 5)[7/15/2009 11:07:11 AM] BXUV.U356-Fire Resistance Ratings-ANSI/UL 263 UNITED STATES GYPSUM CO USG MEXICO S A DE C V 2B. Gypsum Board* — (As an alternate to Item 2, not shown) - 5/8 in. thick 4 ft wide gypsum panels applied vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. AMERICAN GYPSUM CO —Types AGX-1, AG-C CERTAINTEED GYPSUM INC — ProRoc Type C or ProRoc Type X CERTAINTEED GYPSUM CANADA INC — ProRoc Type C or ProRoc Type X PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type PG-11 TEMPLE-INLAND FOREST PRODUCTS CORP —Types X,Veneer Plaster Base-Type X, Water Rated-Type X, Sheathing Type-X, Soffit-Type X, Type X Comfort Guard Sound Deadening Gypsum Board. 2C. Gypsum Board* — (As an alternate to Item 2, not shown) - For Use with Item 5A only- 5/8 in. thick 4 ft wide gypsum panels applied horizontally and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screws 1 in.and 4 in. from edges of board. Finish Rating is 25 min. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type PG-11 TEMPLE-INLAND FOREST PRODUCTS CORP —Type X, Veneer Plaster Base-Type X, Water Rated-Type X, Sheathing Type-X,Soffit-Type X 3. Joints and Nailheads— (Not Shown) — Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound. 4. Batts and Blankets* — Mineral fiber or glass fiber insulation, 3-1/2 in. thick, pressure fit to fill wall cavities between studs and plates. Mineral fiber insulation to be unfaced and to have a min density of 3 pcf. Glass fiber insulation to be faced with aluminum foil or kraft paper and to have a min density of 0.9 pcf(min R-13 thermal insulation rating). See Batts and Blankets (BKNV) Category in the Building Materials Directory and Batts and Blankets (BZJZ) Category in the Fire Resistance Directory for names of Classified Companies. 4A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3. U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 4B. Fiber, Sprayed* —As an alternate to Item 4 and 4A— Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 4.58 lb/ft3. http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=10739848188L.sequence=1(3 of 5)[7/15/2009 11:07:11 AM] BXUV.U356-Fire Resistance Ratings-ANSI/UL 263 NU-WOOL CO INC — Cellulose Insulation 5. Wood Structural Panel Sheathing — Min 7/16 in. thick, 4 ft wide wood structural panels, min grade "C-D" or"Sheathing" . Installed with long dimension of sheet (strength axis) or face grain of plywood parallel with or perpendicular to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interior studs. 5A. Mineral and Fiber Boards* —As an alternate to Item 5 - Min 1/2 in. thick, 4 ft wide sheathing, installed vertically to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 1-1/2 in. long galvanized roofing nails spaced 6 in. OC at perimeter of panels and 12 in OC along interior studs. As an option a weather resistive barrier may be applied over the Mineral and Fiber Boards. TEMPLE-INLAND FOREST PRODUCTS CORP —Types FiberBrace or QuietBrace 6. Exterior Facings— Installed in accordance with the manufacturer's installation instructions. One of the following exterior facings is to be applied over the sheathing: A. Vinyl Siding — Molded Plastic* — Contoured rigid vinyl siding having a flame spread value of 20 or less. See Molded Plastic (BTAT) category in the Building Materials Directory for names of manufacturers. B. Particle Board Siding — Hardboard exterior sidings including patterned panel or lap siding. C. Wood Structural Panel or Lap Siding —APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP-108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. D. Cementitious Stucco — Portland cement or synthetic stucco systems with self-furring metal lath or adhesive base coat. Thickness from 3/8 to 3/4 in., depending on system. E. Brick Veneer—Any type on nom 4 in. wide brick veneer. When brick veneer is used, the rating is applicable with exposure on either face. Brick veneer fastened with corrugated metal wall ties attached over sheathing to wood studs with 8d nail per tie: ties spaced not more than each sixth course of brick and max 32 in. OC horizontally. One in. air space provided between brick veneer and sheathing. F. Exterior Insulation and Finish System (EIFS) — Nom 1 in. Foamed Plastic* insulation bearing the UL Classification Marking, attached over sheathing and finished with coating system, or Portland cement or synthetic stucco systems, in accordance with manufacturer's instructions. See Foamed Plastic (BRYX and CCVW) categories for names of Classified companies. G. Siding —Aluminum or steel siding attached over sheathing to studs. H. Fiber-Cement Siding — Fiber-cement exterior sidings including smooth and patterned panel or lap siding. 7. Steel Framing Members — (Optional, Not Shown)* — Furring Channels and Steel Framing Members as described below: a. Furring Channels— Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=1073984818&sequence=1(4 of 5)[7/15/2009 11:07:11 AM] BXUV.U356-Fire Resistance Ratings-ANSI/UL 263 the channel. Gypsum board attached to furring channels as described in Item 2. b. Steel Framing Members* — Used to attach furring channels (Item 7a) to studs . Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC —Type RSIC-1. 7A. Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members as described below: a. Furring Channels— Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. Two layers of gypsum board attached to furring channels as described in Item 2. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to interior side of studs. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC —Type Isomax. 8. Non-Bearing Wall Partition Intersection — (Optional)Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. *Bearing the UL Classification Mark Last Updated on 2009-06-06 Questions? Notice of Disclaimer Page Top Copyright© 2009 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2009 Underwriters Laboratories Inc.®" http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=1073984818&sequence=1(5 of 5)[7/15/2009 11:07:11 AM] One-Hour Ceiling (Based on GA File Nos. FC 5406 and RC 2601) The ceiling membrane consists of two layers of 5/8" (15.9 mm) type X gypsum board directly applied to framing or furring. The base layer of alogawNimggauipimw•sapiPxgwggaw- gypsum board is applied at right angles to ceiling framing 24" (610 mm) o.c. and attached with 1" (25 mm) Type S or S-12 drywall screws (for steel framing)or 1-1/4" (32 mm) Type W or S drywall screws (for wood framing) spaced 24" (610 mm) o.c. The face layer of gypsum board is applied at right aigles to the framing and attached with 1-5/8" (41 mm) Type S or S-12 drywall screws (for steel framing) or 1-7/8" (48 mm) Type W or S drywall screws (for wood framing) 12" (305 mm) o.c. at end joints and intermediate joists and 1-1/2" (38 mm) Type G drywall screws 12" (305 mm)o.c. placed 2" (50 mm)back on either side of end joints. Joints of the face layer are offset 24" (610 mm) from the joints in the base layer. Face layer joints and fasteners are finished to Level 1 as specified in GA-214, Levels of Gypsum Board Finish. Two-Hour Ceiling (Based on UL Design L556) The ceiling membrane consists of four layers of 5/8" (15.9 mm) type X gypsum board applied to ceiling framing spaced 24" (610 mm) o.c. with a 7/8" (22 mm) hat-shaped steel furring channel located between the third and face layer. The base layer of gypsum board is applied at right angles to the ceiling framing and attached with 1-1/4" (32 mm)type S or W drywall screws spaced 12" (305 mm) o.c. The second layer of gypsum board is applied at right angles to the ceiling framing and attached with 2" (51 mm)type S or W drywall screws spaced 12" (305 mm) o.c. The third layer of gypsum board is applied at right angles to ceiling framing and attached with 2-1/2" (64 mm)type S or W drywall screws spaced 12" (305 mm) o.c. The joints in each layer are offset a minimum of 10" (250 mm)from the previous layer. The steel hat-shaped rigid furring channels are applied at right angles to the ceiling framing and spaced 24" (610 mm) o.c. The channels are attached to the ceiling framing at each framing member/furring channel intersection with two 2-1/2" (64 mm)Type S or W drywall screws. The face layer of gypsum board is applied at right angles to the furring channels and attached with 1-1/8" (28 mm)type S drywall screws spaced 12" (305 mm) o.c. Face layer joints and fasteners are finished to Level 1 as specified in GA-214, Levels of Gypsum Board Finish. r,ne-Hour Wall embrane ••..• (Based on UL Design U 301) Z... The membrane consists of two layers of 5/8" (15.9 mm)type X gypsum board directly applied to . framing or furring. The base layer of gypsum • X ::;•: board is applied either parallel or at right angles to wall or partition framing 16" (406 mm) o.c. and _M attached with 1" (25 mm) Type S or S-12 drywall . screws (for steel framing) or 1-7/8" (48 mm) nails - . or 1-114" (32 mm) Type W or S drywall screws (for wood framing) spaced 6" (150 mm) o.c. The face layer of gypsum board is applied either parallel or at right angles to the framing and attached with 1-5/8" (41 mm) Type S or S-12 drywall screws (for steel framing) or 2-3/8" (60 mm) nails or 1-7/8" (48 mm) Type W or S drywall screws (for wood framing) spaced 8" (203 mm) o.c. Joints of the face layer are offset 24" (610 mm) from the joints in the base layer. Face layer joints and fasteners are finished to Level 1 as specified in GA-214, Levels of Gypsum Board Finish. -. in U.S.A. Copyright©Gypsum Association 2002. All rights reserved. .\/./1 GYPSUM ASSOCIATION 870 FIRST STREET NE,#x510 WASHINGTON,DC 20002 FIRE RESISTANCE PROVIDED BY GYPSUM BOARD MEMBRANE PROTECTION (GA-610-02) Introduction use must be approved by the authority having Dividing buildings into distinct fire-protected jurisdiction. areas is typically accomplished by providing fire- When to Use a Membrane Rating resistance rated separations between those Fire tests on floor-ceiling systems are areas. This type of separation is easily achieved historically conducted with fully loaded solid-sawn by the use of gypsum board applied to either nominal 2x10 (38x235 mm) floor framing. wood or steel framing members. These fire-rated Hundreds of fire tests were conducted prior to the separations are usually provided as total development of engineered wood trusses, wood assemblies, consisting of the structural member, I-joists, and lightweight steel joists. In certain the gypsum board and structural flooring material (if a floor/ceiling assembly). Listings of many fire- types of new construction, it may be neither rated assemblies or Designs are found in the GA- practical nor economical to use the type of 600, UL Fire Resistance Directory, etc. structural components found in tested and listed systems. In addition, engineered systems taking However, often no fire-rated assembly exists into account the actual loads and spans enable to match a particular configuration to be built. designers to specify systems that may not require This is often the case for retrofit work, but may 2x10 (38x235 mm) joists. These engineered also occur in new construction. In this case all of systems often specify smaller dimension lumber, the fire resistance may be provided by a gypsum wood trusses, wood Hoists, other engineered board "membrane"; typically several layers of fire- lumber products, steel channel joists, or other rated (type X) gypsum board. materials as the structural framing. Fire Tests and Finish or Membrane Ratings The effect of using smaller lumber sizes The finish rating is derived from the same where shorter spans and lower loads are test method (ASTM E 119) that establishes fire- encountered has not been documented by full- resistance ratings for systems. The finish rating is scale tests. Due to the larger size of the test specimen required in the ASTM E 119 the time necessary for an average rise in fire test temperature of 250°F (140°C), or a maximum method, it may not be possible to evaluate such designs by full scale tests. rise of 325°F (180°C), as measured on the face of the wood (i.e., framing) nearest the fire. In a Retrofit construction often presents unique gypsum board system, this is the time required situations for designers, contractors, and building for the back (unexposed) surface of the gypsum officials. Upgrading existing walls or floor-ceiling board to reach one of the limiting conditions as systems may involve limited access to the space defined above. or the presence of construction materials that may not be used in any currently available tested Finish ratings have been established for most or listed system. When it is not possible to fire-resistance rated systems that incorporate construct a specific tested system, the use of the combustible (i.e., wood) framing components. In finish rating of a system may be the only practical gypsum board construction, the finish rating can method to determine the rating. be determined to be the fire-resistance rating provided by the gypsum board membrane on the Gypsum board membranes most commonly fire exposed side. While the use of finish rating used to meet fire-resistance requirements in data is a common and generally accepted unique circumstances are described and shown practice to validate and document the herein; the details and sketches are based on UL required fire resistance of a membrane, its Designs U301 and L556, and on GA File Nos. FC 5406 and RC 2601. Printed in U.S.A. Copyright©Gypsum Association 2002. All rights reserved. • BXUV.U3.14-Fire Resistance Ratings-ANSI/UL 263 Home Quick Guide Contact Us UL. cam AA ONLINE CERTIFICATIONS DIRECTORY BXUV.U314 Fire Resistance Ratings-ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer . Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. . Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. . Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings-ANSI/UL 263 See General Information for Fire Resistance Ratin s - ANSI UL 263 Design No. 0314 July 22, 8 Bearing Wall Rating—1 HR. Finish Rating—26 Min. Load Restricted for Canadian Applications—See Guide BXUV7 0 01111111111111111111 Top and # 4 of Wolf Effintively Fiat/09W http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=1073984818&sequence=1(1 of 3)[7/15/2009 11:05:01 AM] BXUV.U3-14-Fire Resistance Ratings-ANSI/UL 263 (-6-) LC) 1. Wood Studs — Nom 2 by 4 in., spaced 24 in. OC, effectively fire stopped. 2. Gypsum Board* — 5/8 in. thick, 24 to 54 in. wide. Gypsum boards nailed to studs and bearing plates 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam head. When used in widths other than 48 in., gypsum panels to be installed horizontally. CANADIAN GYPSUM COMPANY —Types AR, IP-AR, IP-X1, SCX, SHX, WRX. UNITED STATES GYPSUM CO —Type AR, FRX-G, IP-AR, IP-X1, SCX, SHX or WRX. USG MEXICO S A DE C V —Type AR, IP-AR, IP-X1, SCX, SHX or WRX. 2A. Gypsum Board* — (As an alternate to Item 2) — Nom 3/4 in. thick, 4 ft wide, installed as described in Item 2. CANADIAN GYPSUM COMPANY—Types AR, IP-AR. UNITED STATES GYPSUM CO —Types AR, IP-AR. USG MEXICO S A DE C V —Types AR, IP-AR. 3. Joints and Nailheads — Wallboard joints covered with paper tape and joint compound. Nailheads covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. When square-edge gypsum board is used, treatment of joints is optional. 4. Steel Corner Fasteners — (Optional) — For use at wall corners. Channel shaped, 2 in. long by 1 in. high on the back side with two 1/8 in. wide cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge galv steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the wallboard, no greater than 2 in. from corner of wallboard, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No. 6d cement coated nail per fastener. Corners of wallboard shall be nailed to top and bottom plate using No. 6d cement coated nails. 5. Batts and Blankets* — (Optional, Not Shown) — Mineral wool insulation placed in stud cavities. THERMAFIBER INC —Type SAFB. http://database.ul.com/cgi-bin/XYV/template/LIS...ion=versionless&parent_id=10739848188(sequence=1(2 of 3)[7/15/2009 11:05:01 AM] BXUV.U314-Fire Resistance Ratings-ANSI/UL 263 6. Non-Bearing Wall Partition Intersection — (Optional)Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. *Bearing the UL Classification Marking. Last Updated on 2008-07-22 Questions? Notice of Disclaimer Page Top Copyright© 2009 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2009 Underwriters Laboratories Inc.®" http://database.ul.com/cgi-bin/XYV/template/LIS.,.ion=versionless&parent_id=1073984818&sequence=1(3 of 3)[7/15/2009 11:05:01 AM] / /) 1 . Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No. Or? /7.) I I'/ Date Requested 7/"-;/(-) Owner's Name / Date Needed 7/.9/79 Gen. Contractor )7z - Subcontractor Contact Number C/,(-- Location / 7 - 2 A (- I ngpecto r OC) Date of Inspection 7/67/(/)(7 p / Olt Type of Inspection 1, -(Z) C -1-:°r tt---) t-e5 Pass Eli di/e Fait bOafe( pr6 -SSI,Ife )0 61(' 1q6) 5 /ec 5 ive,47 30. As- built survey re u i re d a after Framing inspection, before Insulation and Finals. % It r1 (2) Construction Stage- For all new construction and substantial improvements,the permit holder shall provide to the Building and Zoning Department Tybee Island,Georgia an as-built certification of the regulatory floor elevation or flood-proofing level immediately after the lowest floor or flood proofing is completed. Where a structure is subject to the provisions applicable to Coastal High Hazards Areas,after placement of the lowest horizontal structural members. Any regulatory floor certification made relative to mean sea level shall be prepared by or under the direct supervision of a registered land surveyor or professional engineer and certified by same. When flood proofing is utilized for non-residential structures.said certification shall be prepared by or under the direct supervision of a professional engineer or architect and certified by same. Any work undertaken prior to submission of these certifications shall be at the permit holder's risk_ The Building and Zoning Department Tybee Island,Georgia shall review the above referenced certification data submitted. Deficiencies detected by such review shall be corrected by the permit holder immediately and prior to further progressive work being allowed to proceed. Failure to submit certification or failure to make said corrections required hereby,shall be cause to issue a stop-work order for the project. f'�or-c 44z le ck o3-i8- O5 -'-oft -n f ,ti I , \, , 1 FLOOD INSURANCE RATE MAPS and FLOOD DAMAGE PREVENTION ORDINANCE The Federal Emergency Management Association (FEMA) mandated adoption of new Flood Insurance Rate Maps (FIRMs)and a new Flood Damage Prevention Ordinance(FDPO)by September 26, 2008. It was required that the FDPO that the City of Tybee Island adopted meet or exceed the minimum standards outlined by FEMA. There are significant changes in the new ordinance. Some of the more significant changes are outlined below,however,please be aware that this outline does not address all of the changes. The ordinance in its entirety and the new FIRMs are available at the City's website, www.cityoftybee.org or in the Zoning Department at City Hall. AE ZONES • SURVEY REQUIREMENT — All new construction/substantial improvement projects are required to submit an as-built certification immediately after the lowest floor or flood-proofing is completed. • FINISHED FLOOR ELEVATION — All new construction/substantial improvement projects are required to be elevated at least one foot above the base flood elevation. The following are included in the requirement and must be elevated: o All heating and air conditioning equipment and components,including ductwork; o All electrical; o All plumbing fixtures; o All other service facilities. • NON-RESIDENTIAL — New construction/substantial improvement for non-residential projects may elect to floodproof the project in lieu of elevation. VE ZONES • SURVEY REQUIREMENT — All new construction/substantial improvement projects are required to submit an as-built certification after placement of the lowest horizontal structural members. • FINISHED FLOOR ELEVATION — All new construction/substantial improvement of existing structures shall be elevated so that the bottom of the lowest supporting horizontal structural member (excluding pilings or columns) is located no lower than one foot above the base flood elevation level. Substantial Improvement means any combination of repair, reconstruction, alteration, or improvement to a structure taking place during a 5-year period, in which the cumulative cost equals or exceeds 50%of the market value before the start of construction of the improvement. Please do not hesitate to contact(912) 786-4573,extension 107, if you require more information. October 2008 P.O. Box 2749—403 Butler Avenue,Tybee Island, Georgia 31328-2749 (912)786-4573—FAX(912) 786-9539 www.cityoftybee.org 1 / ( -1 1 ''''. •'-'• ' Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: 786-4573 ext. 114 - Fax: (912) 786-9539 Permit No. i) (9 - oc.s4 Date Requested _ 0 C- :21 - 09 Owner's Name 4"‹ .. .-C_k_a vk 5 Date Needed 0 .5 - 2- - 0 S EGS+- s4- Gen. Contractor -.T'ca c ,-C: ,...„ Subcontractor Contact Number -\s, r- — L-1 (4) Location C-1 — 1 \ - c • -2-, n Inspector -71 1 Date of Inspection _ , Type of Inspection r EI ^ S pv c-\-- fl Q \, 1 6 4_ -i t4:.r) Pass Z —A- i Fait 0 i (•--_.7 1\ .\ ,..,,_..r.C::.)______f.,- ,r,:- ---r-1 1-- -'")'1 1 C - I--- `'-- \ \ , 1 ,i --. I ■''Y - ' , , Nit- - ,/,,,,7/ , ■__ ___ _ __ - 74 ) •' Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No. (1.) I 05- 114 Date Requested ' 0 Owner's Name Date Needed fr. c,pc.15-+ Gen. Contractor O Subcontractor Contact umber r\ :1— O"7- 4(03 -7 Location 1 .1 L Or- e_ I A s C . Inspector Date of Inspection Type of Inspection Pass 7 ,36_, ., )•=, Fad 34 _ iii .. - , '' • -:,.: Inspectio Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No 0q- 01 6L Date Requested / -- Owner's Name 14\ — Date Needed 1,/ 3 /c--) (7 Gen. Contractor Subcontractor LVZLI -'70(.0( Contact Number ._ 141-__QC_______ Location fl J-.1:/47-- '4-- / I Inspector 'IA_ Date of Inspection aZil Type of Inspection Pass Fail E:j ,; INVOKE / SERVICE { ,rrakeh 2 ,. ,11, LLC Customer Name !/ 6 S7LAC'; (._,Lrs Address P.D. 'c>y /V 9 j. P.O.Box 963 City , e .Z State 6,9 Zip 3/3Z1? ` ,+ f Brooklet,Georgia 30415 912-842-7413 Phone Number 9/� qty 7'b 6 912-842-7412 Fax ❑ Commercial ®'Residential ❑ School* Date Serviced @Z vq Technician V. Jeffry Butler_ Time in A: 6 m pm Time out I 0:3v _Ca pm Type of Service ❑ Quarterly ❑ Monthly ,aDne time ❑ Re-Treat ❑ Traditional ❑ HPC Perimeter ❑ Perimeter+ ❑ Exterior only ❑Cleanout ,l I 1 '- ❑ Pre-Treatment ❑ Post Treat ❑ Inspection ❑ Consultation ❑ Final Grade ❑ Spot Treat ❑ Foam ❑ BorateTreat ❑Moisture Barr. Target Pest ❑ Ants ❑ Roaches ❑ Fleas ** ❑ Rodents ❑ Spiders Termites ❑ Brand Qty % Treatment Areas Treated Chemical Method ❑ C & C ❑ Dust ❑Kitchen ❑Bed Room/s ❑Bathrooms ❑Living rm ❑ Spot ❑ Surface ❑Laundry ❑Dining room ❑ Storage ❑Basement ❑Gallon ❑Bait ❑ ❑ Garage ❑Office❑Attic ❑Crawlspace❑ ❑Ounce ❑ C & C ❑ Dust ❑Kitchen ❑Bed Room/s ❑Bathrooms❑Living rm ❑ Spot ❑ Surface ❑Laundry ❑Dining room ❑ Storage ❑Basement ❑Gallon ❑ Garage ❑Office ❑Attic ❑Crawlspace❑ ❑Ounce ❑ Bait ❑ ;dug 153 'g1LP Spray❑Voids a Footers Piers ❑Piping ❑ Wall Voids V6 0 Trench & Treat n-Trench Ext/Int L Mono Slab ❑Filled Slab•$� (,J 6-- J�1Gallon ❑ Garage ❑Walkway ❑Ext Perimeter DOunce ❑ Bait ❑ IMPORTANT NOTICES Remarks : The Structural Pest Control Act requires all pest /7 _Lz/ e control companies to maintain insurance coverage. /jbel- _z / ( 64- Information about this coverage is available from this . DXS-0 fild~✓o Sfc/, pest control company. ❑ *Pesticide application made to a room only for Treatment Charge $37s— children or students are not allowed to renter or Fly Chemical@ $ be present in the room for a minimum of three Rodent Bait @ $ (3) hours after application unless longer reentry interval is specified by label. This does not apply Bait Stations@ $ to insecticide or rodenticide baits in tamper $ resistant stations/containers, growth regulators or $ insecticidal soaps which may be applied anytime Total $ 3 75 children/students are not present with no reentry wait. Payment Due Upon Rceipt! ❑ **Interior Flea treatments require that all people leave the area to be treated and not to reenter for a minimum of 1 hour or till area treated is X completely dry. This Service/Invoice acts as a pest control contract C stomers Signature Acceptance ir between the customer and TechniKill, LLC. The / customer reserves all rights as noted in the Fair Business / ALA Practices Act of 1975 including the right to cant Te ni ip:fies that above service was performed as contract in three (3) days. / noted in this document. New Construction Subterranean Termite Soil Treatment Record This form is completed by the licensed Pest Control Company. This report is submitted for informational purposes to the builder on proposed(new)construction cases when soil treatment for prevention of subterranean termite infestation is specified by the builder,architect,or required by the lender,architect,FHA,or VA. All contracts for services are between the Pest Control Operator and builder, unless stated otherwise. Section 1: General Information (Treating Company Information) Company Name: TechniKill, LLC Company Address: P.O. Box 963 City: Brooklet State: GA Zip: 30415 Company Business License No.: 99556 Company Phone No.:( 912 ) 842-7413 FHANA Case No.(if any): Section 2: Builder Information Company Name: Phone No.• ( ) Section 3: Property Information Location of Structure(s)Treated (Street Address, or Legal Description,City,State and Zip): / jl' e- % ee .15/4,..td, Type of Construction: Slab ❑ Basement ❑ Crawl ❑ Other (More than one box may be c ecked) 6 Outside: ,,/ Approximate Depth of Footing: „ Type of Fill: 5/A-Y-0 Inside: 36 Section 4: Treatment Information Date(s)of Treatment(s): Nk/oq Brand Name of Product(s)Used: Termi dor 8 OWG EPA Registration No.: 7 96 9-2 09 Approximate Final Mix Solution%: . 0 6 Approximate Size of Treatment Area: I'ho.‘") Sq. Ft.: /So v Linear Ft.: /6 d Linear Ft.of Masonry Voids: Approximate Total Gallons of Solution Applied: Was treatment completed on exterior? YES ❑ NO Service Agreement Available: VI YES ❑ NO Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attachments(List): Comments: Name of Applicator(s) V. Jeffry Butler Certification No.(IFREOUJREDBY STATE LAW): 10822 The applicator has used a product in accordance with the product label and state requirements. All treatment materials and methods used comply with state and federal regu .tions. Authorized Signature. , Date: VA-A Warning:MUD will • osecute fel-:c . ms Td statements.Conviction may result in criminal andlor civil penalties.(18 U.S.C.1001,1010,1012;31 U.S.C.3729,3802) THIS FORM MAY NOT BE ALTERED. Forms VA-26-8375 end HUD-92052 are obsolete. Form NPCA-99b ;:,.. For all your Pest Control needs Over 24 years experience. This letter is to certify that the structure located at l 7 Xz/'44 , TT/1,(0 e,, Georgia has been pretreated to at least the minimum requirements of the Georgia Structural Pest Control Act section 620-6-.04. The chemical used for this structure was Termidor 80WG_ at .06 %. Any questions or comments please refer them to Jeffry Butler, DCO at TechniKill, LLC. He may be reached at 912-682-0676 or his answering service at 912-842-7413. AInitial Treatment for Structure ❑ Final Grade Treatment for Structure sc,/-'7 i( / Applicators I. 7 v/2./o1 Date ) TERMIDOR® AMERICA'S#1 TERMITE DEFENSE'" P.O.Box 963 Brooklet,Georgia 30415 912-842-7413 912-842-7412 Fax 912-682-0676 Cell Phone CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT 09-0( se of building plans 1 copy of survey showing ground elevations&flood zone — $250 plan deposit Location: l 1 —52 ox-Ave. Age, PIN# NAME ADDRESS 'IELEPHONE Owner �G? JUZS 'f �� ,7546 Architect or Engineer 474.. �1A1' i z Building Contractor _ ; v6 (Check all that apply) 1711-Clew Construction I I Residential n Other ❑ Single Family Duplex Multi-Family L I Commercial Details of Project: 3 'I) \ � CO,t a p On n ,v Estimated Cost of Construction: $ �,2� X' Construction Type / (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel&Masonry (3) Brick Veneer Proposed use: 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 3 #Bedrooms (c #Bathrooms 6 Lot Area _357-,c.) Living space(total sq. ft.) #Off-street parking spaces Trees located on site plan Access: Driveway 2r� (ft.) With culvert? With swale? Setbacks:Front /6 Rear /Q Sides (L)/) (R) # Stories 5 Height 3 5- distance measured from the average adjacent grade of the-building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through�l i On-site waste and debris containers will be provided by . r ' ,",,F . Construction debris will be disposed by 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: ///,��d g Signature of Applicant:Ej' .G- 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 A /4.06 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*1 Au ire ate FEES Zoning Administrator _/ ; � _ t 7 Permit Code Enforcement Offi er / �Ll-- - 1-2 -059 Inspections 7/4 Water/Sewer % I Water Tap / 45-0- —' Storm/Drainage _ AarG Sewer Stub I 40.5D. Inspections 1 • Aid to Const. 3300,— City Manager P CC Recovery ,COO -6 26'o clef 9s;1- CLeck 21.74 TOTAL 1�, — a so. --.-oef.st 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 ity Ordinance requirements. Applicant name: /A' '' Project LD.: �� . Attachments approved by: Date: 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: 6 Owner's Name: 140,7/ .2t°f2S Address: /7 ;��" F Contractor's Name: Ilk cC > 74,k-W 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 /'f day of , 20 e1L Owner Contractor Signature 6(//i Owner/Contractor Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: / Owner's Name: /'a A 1 ! �, Address: /7 /)//` Contractor's Name: '6 A / 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. - ///9eg Owner's Sign.ture Date Pfle Owner's Printed ame //A 7/4e55 Contractor's Signature Date _ ! L , Contractor's Printed ame PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: �/ /0 'di i Owner's Name: /11") '/i7 - 'i'( Address: ��I",(// Contractor's Name: �/�0//f (15 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 altpratio i accordance with these provisions. 7/42'49 Older s S' ature Date ////,‘g-/ ic.-7,- .Zi'74( Owner's Pn ed N J��,�, /` /7 428 Cfntractor's Signature Date Contractor's Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer Date Drainage Date CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: �,r Owner's Name: / i' � � Address: •Contractor's Name: .1 Zete. 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. O er's ignature Date 11 wner's Prin ed Name //./9Acf Co actor s Signature Date Contractor's Printed Name Witness's Signature Date Witness's Printed Name CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: /7 �/ ;‘/' Owner's Name: /e/?/ Address: /1 1 h/ Contractor's Name: /414% _ \ Of ( ,, , ' 1 Ed ) >Y Petitioner: Mack Kitchens Project Name/Description: New condominium building, 3 units Property Address: Lot 2 Izlar Ave., PIN 4-0008-05-014, Zone C-1 Zoning Action Requested: Site Plan Approval (Section 5-080) At a Public Hearing on May 8, 2008, the Mayor and Council of the City of Tybee Island determined that the findings required by the Code of Ordinances for the granting of a Site Plan Approval had been met. The petitioner is hereby granted: Site Plan Approval for new 3-unit condominium building. Petiner Date / / ,-,/- - ,7 Planrg, Z�Sning & Economic Dy'te Development Director ! Lif ./1/,' 5 I L1-4 ¢S Mayo,/ Date Clerk of Council Date ' N'Selection AIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIGIZI Property Analysis Tools El Map Tools 0, ;n I Q i® j i I r 1 0 1E i s Map Size • Property Information ra, ts. i -..•Parcel ID: 4-0008-05-01:' 1 61' ,, " ° y " ' kr4so,5 O °�iru� t* r�r� la.., r 3 ilir . Owner Name a ':r. r ria) rata ` t 2 BO ,a•� HO) r 18 ! 7G Property Card CLICK HERE t sr i rsq , p'ilsF3 Link: ,. na ,9 ,„ii, t raj r , Property +t® +.^. . IZLAR AV s n , < . � Address 9 it y to dR , .. r _ +4 , boa so -Oat) I Zoning: C-1 �,: ray sa.' 4 - rr taa ♦ 3 60 Aldermanic Unincor ora?`._ t ` ray a r'� rrt ' j P ` „ '. . 4" a r5r r , [Code Chatham County With t. ' & 5 +@,,. ,f i ".° •rr,• Commissioner 4 Iii r r rLe IV, to _ - s1T' Code: Patrick K.Farrell *; t 'i z rior r3) i '� : 12 a' l r$� Phone:355-6699 ,r' i :` Zip Code: 313 0 s 47 t® ;"41 me e.0 5 re Po itow Neighborhood 02021300 rt '� � Code: E2 ),. a. _ far ray ..it +„ Calculated i 2 1114 14 l Acreage: O. •+ rrrt an y I* 4 f it Land Value: $455,000 4{8A21 r rst? a " • -"34c , Building Value: Real-estate Selected Property:4-0008-05-014 0 r !55 ft Value: $455.000 , m_---- G..__,__. „__,_._,_ > Property Comparison c-J.,in.:.... c, O Ann PARCEL ID SEARCH:4-0008-05-014 MEM Print Information LI I 'Select the On option to view property details Disclaimer: REC; PARCEL# OWNER - ADDRESS HIS WEBSITE IS A PUBLIC 4-0008-05-014 "ESOURCE OF GENERAL 1 I CJT EFFINGHAM LLC 1 IZLAR AV 000000 INFORMATION.SAGIS MAKES NO Records 1 to 1 of 1 ARRANTY, REPRESENTATION OR UARANTY AS TO THE CONTENT, .EOUENCE,ACCURACY,TIMELINESS •R COMPLETENESS OF ANY OF THE DATABASE INFORMATION PROVIDED EREIN.THE READER SHOULD NOT C,(4-0t-i-07' -ELY ON THE DATA PROVIDED EREIN FOR ANY REASON.SAGIS XPLICITLY DISCLAIMS ANY •tom_ , .ci d f • -EPRESENTATIONS AND lv P�www ' s� w` Co°r r�i �S eve 01 ARRANTIES, INCLUDING,WITHOUT IMITATION,THE IMPLIED `0.r�,�Q, ARRANTIES OF MERCHANTABILITY ■ND FITNESS FORA PARTICULAR PURPOSE. ©Copyright 2002-2003 BinaryBus, Ltd. 1.:)_.7.„,, s ,I---17 ._-- ______ ,t75----- vi — ) D - f I DOUBLE 2x6 STUDS NAILED SIMPSON SPH4 ANCHORS DOUBLE 2x6 AT TOP OF EACH STUD 2x6 STUDS AT /TOP PLATE \-.. , \:. 16" O.C. MAX. _ r_ SHEATHING HEADER, SEE NOTE 3 BELOW SIMPSON CS18 STRAPS AT STUD TO HEADER L 2x6 BLOCKING AT 48" DBL. JACK STUD \\. la a e ® — — SIMPSON MSTA 36 STRAP <> \ , i , 2x4 PT ILL PLATE - FIN. FLR. MICRO LAM N • SCHEMATIC WALL ELEVATION DOUBLE 2x6 STUDS NAILED SIMPSON SPH4 ANCHORS DOUBLE 2x6 AT TOP OF EACH STUD 21.x6 STUDS AT /TO :ATE I SHEATHING HEADER, SEE NOTE 3 BELOW SIMPSON CS18 STRAPS AT STUD TO HEADER 2x6 BLOCKING AT 48" DBL. JACK STUD :•,...., ... ir / \ <> SIMPSON MSTA 36 STRAP \\ <'?. /2x4 PT SILL PLATE • ( FIN. FLR.• MICRO LAM SCHEMATIC WALL ELEVATION 4 we d _i-pe-1/ 9, Zoos a,( Eeryf 125-5. - Wed - /nay alp 7008 Arse 79 ef., Diu(.5 - m tea, z°°E c9- ,) w 1 630 . T FR,, may -. .3, Zoos 1 6,56. — ` E 5. "I') t 7) zoo B' kt i 3 3c:), , . 0--c rl (r, 000.- ___ IZLAR AVENUE 20' R/W REMOVE HILL g 66°28'17"E 50.00' - - P W �� P _ P .� P - BENdHyARK Y ` Jp I vi�♦ V`► B C R/R OP1KE IN P/P �I,�.j�� .1*. ., 10.00' ARIANCE_OE$°A K10 z ELEV 16.23 ;I .�`:��♦♦ V ►� 7 NdVD 1929 � ��,j��j I ce Eta �••�♦��4 _ 20.00' 1ETBAdK 1 y. I� z 1■ *40 V 2 ^0 I �h • .49. o PORTION OF' LOT 2 iv °� ti� o 01 41. 7 16. IA 1 y. . - •gyp I At 4 /'I- / 1\. rd — # 10.00'_OETBAdK _ _ J .ti //�. / 1 :('s\g' `,y1 ' `'' 3/3. 7 C� 1,• / `'/p ti T`1� `'11..S 6/8" RBF / AP s -*_ -12 1 12 _ !3,4 .p ∎,y 13.-2 N 66°37'34"W 49.81' /3 •3 LOT 1 LOT 2 /2' 1 PRB 33-P I /a•7 /2• q IS. / cl , -5 (1.") ,_., _,_______g_._,,, , EXISTING SITE AND DEMOLITION i 1" = 10' COPYRIGHT 0 20081 LOW TIDE DESIGNS THE USE OF THE DOCUMENT(S)AND THE DESIGN CONTENT WITHOUT WRITTEN PERMISSION FROM LOW TIDE DESIGNS IS PROHIBITED 0m TA mY CS] T-414.L7 mo NW 60z0? y RNs >a r4,, v°" �O AN FIT b Od O ZO BUTLER AVENUE I ti N ::s1I :I-,-• It/ Cl G y N ti y 5.I (Iu _ i .se s9 B.1.04E.ez N IE t 0—o N. '� 7,,O b 4 I 10.00 I Ted. __,,. •4 'I •�N 'f _ I m V—IN y '` •1 r '.'ii x 0'4 �.cl j 1 1 1 °el 4" ,f I I i` 0 .k. li - + 10.00' SETBAC 1 N. 11 i 8 y N ''TA ''b ..4.. I '°N r4 + :,, '%—1'sy� j1'— ,aFe M.:,9 H.E2 S • i'Atl;.%■ o I N '11y7 '-3 '� ` t " ` 1 z °z x N \ IN I4 � txj n O m 0> day .10.9' . in I x C] � � 6 L=J Tri • � xz En• xr � 91 pO- O co -1 ° r � O z0 ' COPYRIGHT 0 2008 LOW TIDE DESIGNS,THE USE OF THE DOCUMENTIS)AND THE DESIGN CONTENT WITHOUT WRITTEN PERMISSION FROM LOW TIDE DESIGNS IS PROHIBITED D m n p= z p RESIDENTIAL DESIGN FOR f ® ES IONS 11 D C) T 1 m KITCHENS CONSTRUCTION COMPANY CeRBedProfessional BUildingDesigner • 'I LOT#2"IZLAR AVE " 23 Plantation Park Drive,Bldg 100 Ste 103,Bluffton sC 29910 I I 0 1 1 CHATHAM COUNTY,TYBEE ISLAND GEORGIA 30830 Ph.843.815.9575 Fax.843.815.9576 COPYRIGHT®2008 LOW TIDE DESIGNS THE USE OF THE DOCUMENT(S)AND THE DESIGN CONTENT WITHOUT WRITTEN PERMISSION FROM LOW TIDE DESIGNS IS PROHIBITED ! • sm mho s TAN La 8 N g § w y vNs [+J 90•. �;'., pw V1 Cy 8d C N y0 BUTLER AVENUE 0 pII✓ " _ �� :: ; III F .6� � - \4 _ � v o • s; V. N .-3 s c S N .0 I +•h C °I H t� a si N 0 +,,,_,9we9 3.LO.L2.c, N 8, . a' N. • I � 50Y :L _- —__ I DO s a Ell J 4 1 t� tv • I• a : ii .b •` w o .p•. � I t Y� I I 'I o O.Allah Loo„" I "92.. '''' *.t, Li id 10.00• SETBACK r *It. .„ 1 c N ~ ' I'a +1' ,01 69 it,YC,9C.E2 S , •jiy','� B :,'",7--- .4 .� ` a� \ ,e r IJ m . +I . ' 0 a � m y 0 z x z \\\ 10 4 ady e. , D,a x _ dD � 2 I C) txi a w I axz ml o co ''� r ao t7 zo o ''h • a COPYRIGHT0 2000 LOW TIDE DESIGNS.THE USE OP THE DOCUMENT(S)AND THE DESIGN CONTENT WITHOUT WRITTEN PERMISSION FROM LOW DoE DESIGNSI SPROHIBITEI F3 < l RESIDENTIAL DESIGN FOR ®W �!SINS DO E F. -o = 1 KITCHENS CONSTRUCTION COMPANY 2 9 1 Certified Professional Building Designer N -I LOT#2"IZLAR AVE ,� 23 Plantation Park Drive,Bldg 100 Ste 103,Bluffton SC 29910 Ph. CHATHAM COUNTY,TYBEE ISLAND GEORGIA 30830 843.815.9575 Fax.843.815.9576 COPYRIGHT 1D 2008 lOW TIDE DESIGNS, THE USE OF THE DOCUMENT(S)AND THE DESIGN CONTENT WITHOUT WRITTEN PERMISSION FROM LOW TIDE DESIGNS IS PROHIBITED I e I I In M • 17'-A• 36-W • ' _l,f I II, ------- u /.,_ - i( --•=1______/ viliCl i:i IJl 6fi llhllllllllllllllllllllllllliIP'w!//I!/Aw-1 i \ :ill a \ V =�1 'S Lr / \\ \ F� _11 _ — \ 0 — �� — _ I z X a I. / \\ ` \ J/ ti - __��! rolllllll — mlllill_. r>. — - sl ITOSI �_ 1 ( iM1J IIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII— N VII rn COPYRIGHT ID 2008 LOW TIDE DESIGNS,THE USE OF THE DOCUMENT(S)AND THE DESIGN CONTENT WITHOUT WRITTEN PERMISSION FROM LOW TIDE DESIGNS IS PROHIBITED N r A m n RESIDENTIAL DESIGN FOR y ~ oN c! A2 LOA TI� � S+ONS fit om D i 5 o N KITCHENS CONSTRUCTION COMPANY CertfiedProfessional Building Designer O ,z, 1 LOT#2 RIZLAR AVE " 452 Browns CoveE Road Suite 300 Ridgeland,SC 29936 CHATHAM COUNTY,TYBEE ISLAND GEORGIA 30830 Ph.843.379.7526 Fax.843.T0D.oD« COPYRIGHT 0 2008 LOW TIDE DESIGNS.THE USE OF THE DOCUMENT(S)AND THE DESIGN CONTENT WITHOUT WRITTEN PERMISSION FROM LOW TIDE DESIGNS IS PROHIBITED v sn 49,-4" 12'-11" R'-R' 9'-ln° 1S-9" • 7'-7" I1 - .- I%rr%%J%97/J,I%(%NJ;I%7//I,17/7//IIri+7//J,I%/ .161 I✓/i171,/N+V/ADP®,17/%//.I IYO%/NM/' ,iyrN/All'G///NITI IMl lull IDJA%I X= L. 03 ti IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIL$ O 2� _� 11) it . I E.i • iffi NI barn rn T - i � 1 I! iI O VI ill /\z/\ A pp IIIIIIIIIIIIIU illllllllllillle= LL�1, S 1 73 _—=` IN \ o O I Din I, - y,TOR =a T u 7 AII■ 51 g",.,_ Illllllllllllllllllllllllllllllllllllllllllllllllllllllllllllr IR 1i,IT PAw,1 lasir.1nlnr.lir/Air/OU%WM IgIV ArrAihr/Air/Am, Air rlr AI I ^mil 9_2" 9-o" 2-4" 9-10 I 7'-6" 11•-N" N C3 rn COPYRIGHT 2000 LOW TIDE DESIGNS,THE USE OF THE DOCUMENT(S)AND THE DESIGN CONTENT WITHOUT WRITTEN PERMISSION FROM LOW TIDE DESIGNS IS PROHIBITED o o F F m r N 6' RESIDENTIAL DESIGN FOR LON TI Z7E 1,ES I C NS aR.R.®� D 40 n,KITCHENS CONSTRUCTION COMPANY N -, K - Certified Professional Building Designer 11 a w LOT#2"IZLAR AVE 11 452 Browns Ph.843.379.7526 oad uite 300 g4gdge(Ia SC 29936 ;o CHATHAM COUNTY,TYBEE ISLAND GEORGIA 30830 Y, COPYRIGHT O 2008 LOW TIDE DESIGNS,THE USE OF THE DOCUMENT(S)AND THE DESIGN CONTENT WITHOUT WRITTEN PERMISSION FROM LOW TIDE DESIGNS IS PROHIBITED O J L — 0I S g� 1� _ . _ -0 II- — dr II $o 11 1 - I COPYRIGHT 02000 LOW TIDE DESIGNS,THE USE OF THE DOCUMENT(S)AND THE DESIGN CONTENT WITHOUT WRITTEN PERMISSION FROM LOW TIDE DESIUNGIS PROHIBITED A H o n RESIDENTIAL DESIGN FOR LOA TI� � �J, I GN5 ®� D fV = < = ti KITCHENS CONSTRUCTION COMPANY I.. m t� sm Certified Professional Building Designer °� � LOT#2"IZLAR AVE 452 Browns CoveE Road Suite 300 Ridgeland,SC 29936 o -1' p CHATHAM COUNTY,TYBEE ISLAND GEORGIA 30830 Ph.843.379.7526 Fax.843.T000.xsooc , - -- • c . • - OF Ck-- ,, 0 amram:minuarriariumm:=1:INN:eum:MINI:INIENIII:MIN:=1:MI: • '- 0) VINYL LOUVERED . ,. ..'".." ..'\ VENT ROOF NOT TO EXCEED EXTERIOR FINISH LEGEND giffsidi 1 , 7 r . , I... 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FLOOD 14R 0 7.28 7-A111111-111111111111041■11 .11111111111W111111111i - I ., Hydrostatic vents •equirect tc., sai,Ao wate; •,-nsslIt,i ti. r. iiii, .;..-, --y-- -''. . . ;. NIF07111!pliii 1:. 0,.:;*4 • r...- .-- ... --,-...:: ,--- •;...:,...,,:*:. ., .--,,,,,,:-., ,,,, t.-,•-, 0: enclosed space below iico,, :.,...,..„....:. , ..,.. ....- ROOF NOT TO EXCEED I till •.,. : 7-411I :::-*,..:.;,..f...:......,- ..... . ,...„.. ......,...-:,,.,....... . .•. . .,...•fr••• ...7i 60 vent required tor Hai I sco.i . - Va. , Bottom of vent must. ba wii:•iiti 1 1-0.-s al ti,,; gaol, • . ta114;!-::::::•::: •=',1 el - %Mils it, . III ,,,,,.. •. elevation. Vents must bE. placed in opposit,, , -.. ..... 0;141 1 . .• . • 11111,,,,,4 _ -,„,..,,,,.:10.•-•'ir s• • N&." 1...., ,...IC- , ..„4.#.tie-,4:0.4...•••;..i: •;,-..;.v.4-4 I.-:.•::`t: '•7'4 - permit water to flow. .----.... a ° , •:-.e:.1,-2:,...:,.;5',.!4 .:4,:: ,. . 4...... .!:;-:...:.:•:.,,.:.;', ck....;"•:;%:*4!..1.4'. . 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N I 7,2 oq-o I S 44 I co ^05 LD A L9- 00.3 i - PAVERS oi \ :7 i I Ai 100 , 43. ., 1:2 41, 1 !... Pjfk9AL 14Y 1 mi.' 1 11 I I 11 1.2.-tar As, • I .‘,.1, Klie cA.A.^5 .."P I 1 1 I 1 I (Nade- 1 40 ,,,o1 li)' 01.5-bo'i Or z I L/ cn 1‘) I ,..0) ..., I ci 41' c.4 1 • PORTION OF LOT 2 w 1 02 LOT 3 ..2 01 0" 3 STORY BUILDING c$ -.7 tz? " 0) 05 co !..0 on 1 CO_ 4. 41, NI .."1% 4) 4.,,,:, 'y L _ ....1,1,N c - 4 d . / ,/7 r. ( // . i No. 28372 4. A * PROFESSIONAL P‘ YW/ / 4 ..,1 kikV. / !, e, '4 i ':` 9.6 I i'°*//2/74,' - i‘ . / / .• /f 0' .. . V.‘, /1. // • /*/2 .‘ / . ir , • ,,e. _,...:/, ..; . , ....../..../...z_,..z:2 Z.x...7._.,:...4...(4.1_,....4.Z ...../L/ ...„---- ,, AS -BUILT 2 - 9 - 1 1 5/8" RBF W/CAP 3/4" IPF N 66°37'34"W 49.81' LOT 1 LOT 2 PRB 33—P 100 4f IZLAR AVENUE 20' R/W S 66°28'17"E 50.00' • N 66°55'05"W 59.94' -- -- -- -- -- o \IL P P P ,......., /34,.;7 ......_ ----,--) -------7,-------, /1‘ P P P -P- P -- P 0 BENT 3/4" 1PF 8E60' 3/4" IPF b -c? ixl d o . -1 PAVERS -1 Z 1 L, 1a2. ovAINE C9.4)i 54 02 <4 I- •r> % ,-,--,,,,-; I 10.1' I _ .,,,,„,, ,,,,,,_,.:„.,,, .„,,,,t.,_ ,,„_.,_,,,,„ . „,„.., . El -- ..„11...it, _ , by ;iciJA5 Al I 05,60:iir I . 1 I1 CO %) 0 I ° . PORTION OF LOT 2 0 . 3 STORY BUILDING a LOT 3 1 t z.• I CERTIFY THAT THIS FIAT IS ACCURATE AND COMPLIES WITH SECTION 44-3-83(a) OF THE GEORGIA a3 , VD co • • CONDOMINIUM ACT. bl. 0 (3) ■. , THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS,. COVENANTS OR. RESTRICTIONS EITHER RECORDED OR UNRECORDED. - • __ J JAME'. WH " 144NO S ( I DATE zc// . rA 0 rx. z 10.2' P. 8 w -- 10.0' GA. RT 0. 2249 I C3 STORM WATER RETENTION ESMT. -4 L 0 _ _ . ...071 . „ : 1 ,:r.x „ , , 4.6 * * z4. 5/8” RBF 'if/CAP ' ' .8/4" IPF NO. 2249 A t%-tlAr'Tek.o $vit .4,4) .c. /i N 66°37'34"W 49.81' 4.3. f k LOT 1 7E1 LOT 2 PRB 33-P 100 CONDOMINIUM PLAT REVISED MARCH 30, 2010 TO SHOW ,KITE CLUB A CONDOMINIUM ACCORDIN TO THE F.I.R.M. DATED IMPROVEMENTS 9/26/08 nus SITE IS IN FLOOD ZONE AE, BFE 1G 3. THE EASTERN 50' OF LOT 2 OF A SUB:DIVISION OF BEACH . REITISED DECENIBER 15, 2010 TO LOT 99, WARD NO. 5, TYBEE ISLAND-, CHATHAM COUNTY, • - EQUIPMENT: RESET NE CORNER AND CORRECT TOPCON AP-L1A . DIMENSIONS. - GEORGIA ERROR OF CLOSURE: LINEAR: 1/- STREET ADDRESS: 17 IZLAR AVENUE ANG: -"ANGLE BALANCED BY: - et WHITLEY REYNOLDS PLAT: 1/41,600 PREPARED FOR: EAST COAST PACIFIC CONTRACTORS, INC. 0 LAND SURVEYOR I i I 636 STEPHENSON AVENUE SCALE: 1" 10=10' SUITE C DATE: FEBRUARY 4, 2008 SURVEY 1 0 0 1 0 20 30 SAVANNAH, GEORGIA 31405 DATE: FEBRUARY 22, 2008 PLAT I I I I I I I I TELEPHONE: 912-352-0464 FILE NO. 08-13 A FAX: 912-352-7787 GRAPHIC SCALE - FEET , •:.:c611 L;\? I I A it: 3 2 .. . . . . •) . "t‘t \ • IZLAR AVENUE 20' R/W S 66°28317"E 50.00' - N 66055053W 59.94" __ - --- 80.00' -4----P 7-"-----7----""7.7"-'7* - 111- P P 4; , „ : p P P .P o BENT 3/4" rPF 3/4" IPF IR *a a .,.4 PAVERS ,..4 ..„ t, ovALVE -4 F 10.2' v i 1 Ar 10.11 C4 .... MI . 1 : I cil N 4_ qLOT 3 PORTION OF LOT 2 d 3 STORY BUILDING -.2 tif al I CERTIFY THAT THIS PLAT IS ACCURATE AND COMPLIES _ WITH SECTION 44-3-83(a) OF THE GEORGIA . a 1 r, 5 _.,. CONDOMINIUM ACT. I R c.) 1 _ .4 tz THIS PROPERTY IS SUBJECT*. TO ANY AND ALL EASEMENTS, COVENANTS OR RESTRICTIONS EITHER RECORDED OR 'UNRECORDED. # / 17. , .- 4 / a. ibt 4.- 1 ., ,,s . . . Jo,: , k tr44.., S WHITLE EYNOLDS DATE .,, it A. RLS NO. g,g49 - ;,:t3 :-- , M1 MEM WATER RETENTION EMIT, ' * • . 40 clitIT %E *ti4 '• w ..„ it ..(44 /8" R13F W/CAP 3/4" 1PF Eil l'r t NO. 2249 al ti 44" 0 .Qi4.tk. N 68*37'34''W 49.81' • jii :, atn04. . :'717114 XI 1 -.> LOT 1 LOT 2 ....,- .....v..........,,,,r0 • PRB 33-P 100 • : CONDOMINIUM PLAT REVISED MARCH 30, 2010 TO SHOW KITE CLUB, A CONDO MINIUM ACCORDING TO THE F,I.R.M. DAM IMPROVEMENTS 9/26/Q0 THIS SITE IS 1.N FLOOD ZONE AE, BEE 13. THE EASTERN 50' OF LOT 2 OF A SUI3DIVISION OF BEACH. wamoom REVISED DECEMBER AND CORRECT 18, 2010 TO LOT 99, WARD NO. 5, TYBEE ISLAND, CHATHAM COUNTY, _ RESET NE CORNER troP(Iox 0-1,4A DIMENSIONS. GEORGIA •- liRROR OF MAME: UMW: M- OO: -"Atiobg STREET ADDRESS:17 IZLAR AVENUE flahtiM fjt- . J. - LWIIMPAr =WOWS no: 1/41,800 PREPARED FOR EAST COAST PACIFIC CONTRACTORS, INC. 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