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06-0154 Rocker Construction_1of2
CITY OF TYBEE ISLAND 1 CERTIFICATE OF OCCUPANCY DATE COMPLETED: 06/15/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060154 PROPOSED USE: NEW RESIDENTIAL BLDG - DUPLEX OCCUPANCY TYPE: P CONTACT NAME ROCKER CONSTRUCTION CONTACT STREET ADDRESS 301 CARRIAGE WAY CONTACT CITY STATE ZIP EATONTON GA 00000 PROPERTY ADDRESS 6 VILLAGE PL A APPROVED BY: dk,,tA,I.yer P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 06/15/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 060154 PROPOSED USE: NEW RESIDENTIAL BLDG - DUPLEX OCCUPANCY TYPE: P CONTACT NAME ROCKER CONSTRUCTION CONTACT STREET ADDRESS 301 CARRIAGE WAY CONTACT CITY STATE ZIP EATONTON GA 00000 PROPERTY ADDRESS 6 VILLAGE PL B APPROVED BY: e*Ce-06%S- P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Permit No, Inspection Report City of Tybee Island 403 Butler Avenue P'.0. Box 2749 Tybee Island, GA 31328 Phone: (912) 785 -4573 extension 114 Fax: (912) 785- 9539 0/5— el Owner's Name d C�°� Caen. Contract/kr kep' Contact Nuum r° (L) ce / t Date Requested Date Needed Subcontractor Location 6A 4 8 I 4 / aciG ace J Date of T rispectir! n= % 4200 Type of Insper'ti0n F----A4 4 4-e--44-..R ,---,u."--)-7,,ii.u..4- ..)„.4._ .-. A; t -5 ? j ,4 ,i4 Fait h i'q. s /4,C// f &Akd ,kilicivo le-ri-k ,A.,,arei," 014/(@/' 3t6___ct_ea,e_a'A,e_c,L ,,,,t izt,.$744,,(' gi cly iay7-k 1/ 4e, ,,1-it ae__. tot iz,,, _,tf I nspecto r ,de x) Pass ■ cIpHERS DESIGN Co Gary Sanders, AIA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 architecture and planning June 6, 2007 • City of Tybee Island Butler Avenue Tybee Island, GA 31328 RE: The Village at Tybee Permit numbers: Building # 1 060102 Building # 2 060103 Building # 3 060099 Building # 4 060100 Building # 5 060153 Building # 6 060154 Building # 7 060155 Building # 8 060156 Dear Sir or Madam: RECEIVED ��7 The mold on firewalls at permit numbers listed above has been successfully treated and the firewalls should function properly. Coastal Environmental Services is the company that treated the mold and provides a 25 year warranty to guarantee there will no further mold issues with the units. The integrity of the sheetrock has not been compromised. Please find attached copies of the mold warranties provided by Coastal Environmental Services. Call with any questions. 'merely Sande , Pres' ' -n Design CAtAmfewl Co, ke& Ta�Pt�tce� NfitA): FORTi CEt Warranty Coastal Environmental Services, Warranty ID: 9367 , Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 6A Tybee Villages City: Tybee Island State: Georgia Zip: 31328 Square Footage 2500 Gallons Used: 2.5 Exterior Walls: Yes Interior side of exterior walls treated from floor to plate: Yes Spot treatment only of interior side of exterior walls: No Comment: Interior Walls: No Treated from floor to plate all walls: No Spot treatment only on interior walls: No Comment: Kitchen /Bath Wet Areas: Comment: Yes all Trusses: No Bottom Cord: No Web: No Under -side of Sheathing: No Comment: Basement: Yes Walls: Yes Walls Floor -to- Ceiling: No Spot Treatment: No Comment: Basement Trusses: Yes Complete application: Yes Spot Treatment: No Comment: Crawl Spaces: No Status: Date of Print: Approved 06 -27 -06 FORTiCEL Warranty Coastal Environmental Services, Warranty ID: 9375 , Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 6B Tybee Villages City: Tybee Island State: Georgia Zip: 31328 Square Footage 2500 Gallons Used: 2.5 Exterior Walls: Yes Interior side of exterior walls treated from floor to plate: Yes Spot treatment only of interior side of exterior walls: No Comment: Interior Walls: No Treated from floor to plate all walls: No Spot treatment only on interior walls: No Comment: Kitchen /Bath Wet Areas: Comment: Yes All Trusses: No Bottom Cord: No Web: No Under -side of Sheathing: No Comment: Basement: Yes Walls: Yes Walls Floor -to- Ceiling: No Spot Treatment: No Comment: Basement Trusses: Yes Complete application: Yes Spot Treatment: No Comment: Crawl Spaces: No Status: Date of Print: Approved 06 -27 -06 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name ROCKER DEVELOPMENT, LLC OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 6A VILLAGE PLACE Company NAIC Number City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 152 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N32 -00 -44 Long. W80 -50 -42 A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 6 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b , etc.) RESIDENTIAL Horizontal Datum: ❑ NAD 1927 Z NAD 1983 used to obtain flood insurance. 853 sq ft 396 sq in A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State TYBEE ISLAND 135164 0001 -0002 CHATHAM GEORGIA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 135164 -0001 C 06/17/1986 06/17/1986 A8 12 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)? Dyes ®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 -g below according to the building diagram specified in Item A7. Benchmark Utilized USGS E -56 Vertical Datum NGVD 1929 Conversion /Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)- b) c) d) e) f) 9) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. 7.1 ® feet ❑ meters (Puerto Rico only) 17.3 ® feet ❑ meters (Puerto Rico only) N /A. ❑ feet ❑ meters (Puerto Rico only) N /A._ ❑ feet ❑ meters (Puerto Rico only) 12.8 ® feet ❑ meters (Puerto Rico only) 6.6 ® feet ❑ meters (Puerto Rico only) 7.0 ® feet ❑ meters (Puerto Rico only) 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. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name MICHAEL J. GARDNER License Number GA. # 2285 Title LAND SURVEYOR Company Name WARD EDWARDS Address 138 CANAL STR � e Signature U)TE 304 /City POOLER State GA ZIP Code 31322 ate 06/05/2007 Telephone 912 - 330 -0026 FEMA Form 81 -31 Fahniary 7lf1R Coo ro ,nrco cirlo fnr rnn +i rl„- 1+i.,r, IMPORTANT: In these spaces, copy thr lrresponding information from Section A. Building Street Address (including Apt., Unit, Su —, and /or Bldg. No.) or P.O. Route and Box No. 6A VILLAGE PLACE For Insurance Company Use: City TYBEE ISLAND State GA ZIP Code 31328 Policy Number Company NAIC Number 1 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 JOB NUM" % 060008 NOTE C EAT PUMP 7 ate ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones 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, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 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 taw 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 A0. 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 Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 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. 6A VILLAGE PLACE Policy Number 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 RIGHT LEFT U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name ROCKER DEVELOPMENT, LLC Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 6B VILLAGE PLACE Company NAIC Number City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 152 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N32 -00 -44 Long. W80 -50 -41 A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 6 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b , etc.) RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. 898 sq ft 698 sq in A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name ' B3. State TYBEE ISLAND 135164 0001 -0002 CHATHAM GEORGIA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 135164 -0001 C 06/17/1986 06/17/1986 A8 12 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 El Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑Yes ®No 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 -g below according to the building diagram specified in Item A7. Benchmark Utilized USGS E -56 Vertical Datum NGVD 1929 Conversion /Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 7.2 b) Top of the next higher floor 16.9 c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) N /A. e) Lowest elevation of machinery or equipment servicing the building 13.3 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 6.7 g) Highest adjacent (finished) grade (HAG) 7.0 Check the measurement used. ® feet ❑ meters (Puerto Rico only) ® feet El meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) 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. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name MICHAEL J. GARDNER License Number GA. # 2285 Title LAND SURVEYOR Company Name WARD EDWARDS Address 138 CANAL ST R EX SUITE 304 Signature City POOLER State GA ZIP Code 31322 Date 06/05/2007 Telephone 912 - 330 -0026 FEMA Form 81 -31. February 2006 See reverse side for cnntinuatinn_ Renlaces all nrevinus editions IMPORTANT: In these spaces, copy the :responding information from Section A. For Insurance Company Us Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 6B VILLAGE PLACE Policy Number City TYBEE ISLAND State 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 JOB NUMBERrO 0008 NOTE C2E,) AT PU c Date 7 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones 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, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 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. 01. ❑ 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 Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 6B VILLAGE PLACE City TYBEE ISLAND State GA ZIP Code 31328 For Insurance Company Use: Policy Number Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT RIGHT LEFT DATE ISSUED: 03/08/07 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEES NEW RESIDENTIAL BLDG - DUPLEX 6 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3631 P $8,210.00 PROJECT VALUATION $326,000.00 PERMIT #: 060154 REINSPECTION FEES UNIT A FINAL PLUMBING TOTAL BALANCE DUE: $ 60.00 UNIT A FINAL BUILDING 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: Li„„„„„Q) 01)±, P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org 06/04/2007 11:31 FAX 9123300! °6 June 04, 2007 Mr. Walter Rocker III Rocker Development, LLC 1006 Hwy 80 East, Suite D Tybee Island, Ga. 31328 WARD EDWARDS �i�VA�.L�► EDWARDS C� ENGINEERING • PLANNING • SCIENCE • SURVEYING fj002 P Mr. Rocker, On May 23, 2007 we checked the new heights (after the Roof Heights were lowered) of the building units at TYBEE VILLAGE. We have determined that buildings 1A, 1B, 2A, 2B, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7A, 7B, 8A, and 8B (based on the average GROUND ELEVATION OF 7.1') are WITHIN COMPLIANCE of the Building Height Limit as required by the City Of Tybee. I will be available (by appointment) to meet on site with any person or persons that would need an explanation as to the method we used to determine the Building Heights. Michael J. Gardn r, Ga. R.L.S. # 2285 Please call me should you have any questions. Regards: Jim Gardner 060102 060103 060099 060100 060153 060154 060155 060156 070124 N ROCKER CONSTRUCTION N ROCKER CONSTRUCTION N ROCKER CONSTRUCTION N ROCKER CONSTRUCTION N ROCKER CONSTRUCTION N ROCKER CONSTRUCTION N ROCKER CONSTRUCTION N ROCKER CONSTRUCTION N ROCKER DEVELOPMENTS LLC 2/24/2007 x0" 2/24/2007 'Ox 2/24/2007 "0' 2/24/2007 '0" 3/16/2007 x0' 3/16/2007 x0" 3/16/2007 "0" 3/16/2007 "0" 3/19/2008 'O" 1(VILLAGE PL A & 2 VILLAGE PL A & B 3 VILLAGE PL A & B 4 VILLAGE PL A & B 5 VILLAGE PL A & B 6 VILLAGE PL A & B 7 VILLAGE PL A & B 8 VILLAGE PL A & B VILLAGE PL- FOUNTAIN 05/24/2007 12:07 FAX 9123300098 WARD EDWARDS May 24, 2007 Mr. Walter Rocker III Rocker Development, LLC 1006 Hwy 80 East, Suite D Tybee Island, Ga. 31328 Mr. Rocker, w &1w ED S ENGINEERING • PLANNING • SCIENCE • SURVEYING RECEIVED PY• C j 002 On May 23, 2007 we checked the new heights (after the Roof Heights were lowered) of the building units at TYBEE VILLAGE. We have determined that buildings 1A, 1B, 2A, 2B, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7A, 7B, 8A, and 8B are below, the 35' Building Height (from the adjacent finished grade) Limit as required by the City Of Tybee. I will be available (by appointment) to meet on site with any person or persons that would need an explanation as to the method we used to determine the Building Heights. Michael J. Gardner, Ga. R.L.S. # 2285 Please call me should you have any questions. ards: m Gardner 060102 060103 060099 060100 060153 060154 060155 060156 N N N N N N N N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION 2/24/2007 2/24/2007 2/24/2007 2/24/2007 3/16/2007 3/16/2007 3/16/2007 3/16/2007 'O". -a. "0" ,O' 'O° 'O` `O' 'O' 1 VILLAGE PL 2 VILLAGE PL 3 VILLAGE PL 4 VILLAGE PL 5 VILLAGE PL 6 VILLAGE PL 7 VILLAGE PL 8 VILLAGE PL A &B A & B A &B A &B A &B A &B &B A & B DATE ISSUED: 03/08/07 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEES NEW RESIDENTIAL BLDG - DUPLEX 6 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3631 P $8,210.00 PROJECT VALUATION $326,000.00 PERMIT #: 060154 REINSPECTION FEES UNIT A FINAL PLUMBING TOTAL BALANCE DUE: $ 60.00 UNIT A FINAL BUILDING 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 -5737 www.cityoftybee.org Permit No _ Owner's Name Gen. Contractor Contact Number ( 4 Location Date of I nspectiou fl • ZA: • ....+? ' ,-.•,./ . ....,tto' Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA. 31328 Phone: (912) /86-4573 extension 114 Fax (912) 786-9539 0-0(54-i Type of Inspection r tins fe 0 etec 1105 earl s4--, Date Requested Date Needed n .3 - 3- -7 SubcoIriLactor c ( r7 3 4-13 I. 3702 it0 Time (JO 04" Uv _ • -- • r n PC 11—Srec-t- ,'ol t 0, fcrecl ei), S Inspector inspection Report City of Tybee Island 403 Butler Avenue P.U. Box 2749 Tybee Island, GA 31328 Phone: (912) /86-4573 extension 114 Fax (912) 786 -9539 Pertntt No P -- 4 Date Requested _ `� ? _J Owner's Name Date Needed - 0 g- v% Gen. Contractor ` ° `- L `� ^S+ Subcontractor Contact Number f , J'C k ( O) C 9 - 4 `{. 9 Iocation ((3 A B ,\/. , 46 ?i, -s Date ,cif Ir:c:p +rhnr1 ._.. - - 4,/c7 -- Time Inspector _ 'f Type of Inspection h 04-k U in ,-1- S e j'.30 f,,o\ ,,, r‘ T3Z Per,iu No V :y Inspection Report city of 1 ybee Island nt): t Butter Avenue P.O. Box 2749 Fybee Island, GA 31328 Phone: (912) T86 -45_J3 extension 114 Fax: (912) 786-9539 Date Requested - Q -co Owner's Nam? Date Needed - (en. Contractor 11 � c_ ? -1 > J • Subcontractor � Contact Number [)V`E'E ( 1O ) 59(0- Ri-i- 1°i q Location CD • , I PI Date of Inspection 1 b/W Time _ Inspector , - Type of Inspection ___O )1. fIS r �- -pa SSec4 . Vl 0 eon Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee island, GA 31328 Phone: (912) Z86- 45/3 extension 114 Fax: (912) 786- 9539 Permit No. C. I Date itequectrd _ Owner's Name Date Needed _2113 —2 6en. r ontractor e•A 0- . Subcontractor _ Contact N umber Location Date of Inspection ---IYPe of In ection 3 r p 6 4 eLpc. \f,_(±2si, P Time Inspector—$:7 'cw. er sig Ii ;e, ir,r-P_SYc -I- )cc , -41"- DATE ISSUED: 05 -26 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION REINSPECTION FEE ( #2) NAIL PA'I-I'hRN $30 X 2 CITY OF TYBEE ISLAND REINSPECTION FEE NEW RESIDENTIAL BLDG - DUPLEX 6 VILLAGE,PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3631 P $8,150.00 $326,000.00 TOTAL BALANCE DUE: PERMIT #: 060154 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786 -5737 www.cityoftybee.org Dec 12 06 11:35a MARK BOSWELL 912- 997 -6932 p.1 SOSWELL DESIGN SERVICES, INC. 703 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 — 6932 LA H80SeBELLSOUTJ -I. NET December 12. 2006 To: Mr. Dee Anderson Zoning Administrator Tybcc Island, Georgia 31328 From: Mark Boswell Re: Walt Rocker Project Miller Avenue Subdivision Corner of Miller Ave. and Hwy 80 Tybcc Island, Georgia Dcc, RECEIVED 12 -t2 -o to As per your request, 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 grading seems to be in substantial compliance with the approved drainage plan. Sincerely, ; / Mark Boswell Qlo- 0132 0 to - 010 3 D (0 _ L)D99 pb - 0 00 Oto -0 S3 0 to - e7 i 5,4 Oe,o1s5 oe -01Sco DEC -12 -2006 11:48 912 897 6932 95% P.01 Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: (912) 786-9539 Permit No. fl (, - 0 IS Li- Date Requested 1 C>\ --- 0(0 Owner's Name Date Needed ID- 1 r)-. (---)(,) Gen. Contractor ic 3 4- kk77- e 3 4 .54 . Subcontractor L- iDa,--, cpntact Number Dr 1)11D Location ( 0 A + ...S Viiiri) Pi. ia n i Date of Inspection )o Time Inspector --%--71-- Type of Inspection I el A sPR L4-- 4 w 10 0 a t4 ) -es' 1 I 1 pj ktO 46, *************** -COMM. JRNAL- ******************* DATE OCT-17-21 ***** TIME 10 19 ******** MODE = MEMORY TRANSMISSION FILE NO.=788 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK 2 4438877 001/001 0000:20 START=OCT-17 1018 END=OCT-17 10:19 -CITY OF TYBEE ISL. ************************************ -CITY OF TYBEE - ***** - 912 786 9539- ********* RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 912=944u35.37 Phone 912-443-5063 1414 3-1?$17/7 CA,.0107- Location Address: 1-,4 IALciFe_ ? 1 . Lot #- Release Date: ID - 1 7-0 / 4 Lev. pow ts- Type of Release: Temporary V Permanent Subd Name: Electrician; fit. L. sl 0 a." Electrician Phone Number: 352-olio Owner/Builder:11 0 -"Dp_Vg-10904r.+ L-Le., Phone Number: el D(o V0-q0P1 0 a,,efue) re_t eas.o -CD V:1(asa, 2-A V;(lagg, PL i V:itcts".. Pl. '4-A 5-A V:qay,1)1. 5-B V:itast..1?(. 44vD (p -A V:i\a3e.,-Pi. (o-B Vfit 614301)1. 7-A VAtage V:ita5e:N. V..((a3,,, late: late: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit Mo. Dc- O 15 4 Date Requested: Owner's Name: Date Needed: oq -2 D - o, Gen. Contractor: t? o t (mi • Subcontractor: /VI • L- • Si D a Contact Number: U J c i1 7 1 0 ) 5 LI Location: p A\JrT1 Date of Inspection: � � Type of Inspection: --)-e v+'1 7O VJe3" � Comments: -Pre,A d a.. 3SZ -011 D Inspector: ( Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 7 749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 785 -9539 Permit No, r/(0 -DI S`t Owner's Name: Gen. Contractor: .-, c_ Contact Number: �"c1-. ( i 5 1 /..c7 Li C Location: La A- B �/ � e r Date Requested: - - C co Date Needed: 77 7 - i T- 0 v- Subcontractor: Date of Inspection: 7/1ild6 Type of Inspection: Comments: Inspector: S3 P-4( Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 785 -9539 Permit Nn, pi.0-01 S`-t Owner's Name: Gen. Contractor: Contact Number: Vpdcer Date Requested; D I- 1 1- D Date Needed: v -7- 12 - 0 Ca Subcontractor: (r,n0) s9e_ 9L_! C? Location: in A- B U, i 1 G? C'U e_ f Date of Inspection: � Type of Insp - 'on: Comments: / pi CF L -. 41 SIC' /' r h. t:.4- r I nspPcto r: Iv (: r M Time of Inspection: g.s Inspection Report City of Tybee Island 403 Butler Avenue P.C. Box 2749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No. 0 6 -a %s y Date Requested: 7/ Z4 C Owner's Name: Date Needed: -7/ z, 6 Gen. Contractor: #c P,c ( c, r7' Subcontractor: Contact Number: /� Location: 6 /9 -/ 1� /'2 // c A Date of Inspection: 7 // 2/65 6 Type of Inspection: 6") Comments: p /15 S /.1 // F� ��c£Pr Inspector: 4`-' 6 A-- Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No 0 6 -6/ <v ` ' Date Requested: 7/74(' Owner's Name: Date Needed: 7 /i %ef Gen. Contractor: tE,c.A't 6Z /r,nst Subcontractor: Contact Number: Location: / A 4 a 2 //,9‘f, �L Date of Inspection: -7//,A),( Comments: Fri : Pervi 1/2)47 /0 (1)_.5 /.81C 705' Type of Inspection: f/) /N f A7 - - ,e,q -- J��1oTi 7,4.-ftJ Inspector: —7e0 Time of Inspection: /04)v I Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No °V- 0 /S`i Date Requested: 0S'-3 0 Owner's Mame: Date Needed: Gen. Contractor: TO L 0`3,1S `f', Subcontractor: Contact Number: t c (-7 -) v) 3-C1(0 ' 7L `/ 9 Location: La /`t Vito - PI, Date of Inspection: 6` 30- 0 Co Type of Inspection: -f ,,-sp P V) O 2/ Comments: Inspector ��w Time of Inspection: DATE ISSUED: 05 -26 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # CITY OF TYBEE ISLAND REINSPECTION FEE NEW RESIDENTIAL BLDG - DUPLEX 6VILLAGEPLA &B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3631 P $8,150.00 PROJECT VALUATION $326,000.00 REINSPECTION FEE ( #2) NAIL PATTERN $30 X 2 PERMIT #: 060154 TOTAL BALANCE DUE: $ 60.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Inspection Report City of Tybee Island 403 Butter Avenue P.G. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. t J l' -Di s' Date Requested: o s - a 5-- D (o Owner's Name: Date Needed: 0 S- • 1- e _0 Gen. Contractor: --Plc K e_r ( 0' S. Subcontractor: Contact Number: ?)J --L ( o) S q5 Location: 1p A t (/:1 / o '. PJ U Date of Inspection: 1) . ) Utt Type of Inspection: Comments: re te`Y r'}p,1 oo `��Cr L3) ✓1 P _ i,q Inspector: - 700 Time of Inspection: _� DATE ISSUED: 05 -25 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # CITY OF TYBEE ISLAND REINSPECTION FEE NEW RESIDENTIAL BLDG - DUPLEX 6 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3631 P $8,090.00 PROJECT VALUATION $326,000.00 REINSPECTION FEE NAIL PATTERN $30 X 2 PERMIT #: 060154 TOTAL BALANCE DUE: $ 60.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fore, 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) 786-5737 www.cityoftybee.org Inspection Report City of Tyboa Island 403 Butler Avenue P,0 Row 274Q Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No. -cI S`-i- Owner's Name: os \W- Gen, Contractor: C0„34". Date Requested: C J S- D.. 4-0(c) Date Needed: Subcontractor: Contact Number: ( rio) Location: \/ ;110 ,2 I . Date of Inspection: 5 -')5 (Nr, Comments: Tn'nPrtor: ■ Type of Inspection: re. n S,o e L 4 4-es Time of Inspectiot �2 ‘1,4 n Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 706 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No (() Date Requested: (;\ S-2 Z - 0 b Owner's Mame: Date Needed: 0 S-2_3- E, (p Gen. Contractor: 0 3 s 4) . Subcontractor: Contact Number: R) c_ 1T l 7 7 3> 59(0-71-049 Location: `p A+ \J, t ■ L f. Date of Inspection: J 'd _ Type of Inspection: ( ^ Comments: 5 {{���\ `'(1 0 NI (-50 V\--c e 94(' iwob, Inspector; 7ou Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.U. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. 06-0/C `/ Date Requested: Owner's Name: Date Needed: '7 /"a 7/G 6 Gen. Contractor: 74, / c= F '' Subco ntracto r: Contact Number: Location: 1S A 5 L? Ui /4 ?L Date of Inspection: // � K Type of Inspection: it) / Comments: T ncnPcto r' /q313 7 Time of inspection= r Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone- 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 ��;; IS4 Permit No. J6 Date Requested: Owner's Name: Date Needed: "/ v ,L'` Gen. Contractor: -A -e _sJ Subcontractor: Contact Number: Location: h / .i R /2 l /,g am Date of Inspection: y/ /De Comments: Type of Inspection: rt-✓ !; Inspector: 24 Time of Inspertinnm y/a .'7 " " ' f r 4 4 1 . . " I n s p e c t i o n R e p o r t C i t y o f T y b e e I s l a n d 4 0 3 B u t l e r A v e n u e P . O . B o x 7 7 4 9 T y b e e I s l a n d , G A 3 1 3 2 8 P h o n e : 7 8 6 - 4 5 7 3 e x t e n s i o n s 1 0 4 , 1 0 7 , o r 1 1 4 F a x : 7 8 6 - 9 5 3 9 P e r m i t N o . n - 0 l S 4 D a t e R e q u e s t e d : 0 y D L o - 3 ( o O w n e r ' s N a m e : D a t e N e e d e d : �% y - 0 - - Q 0 I c A - - �� G e n . C o n t r a c t o r : I C a r s ' Y . S u b c o n t r a c t o r : C o n t a c t N u m b e r : C J c ( P 3 i - 3 3 W o L o c a t i o n : ( D 4 t - V , I ( C ) D a t e o f I n s p e c t i o n : q - 7 - 0 4 T y p e o f I n s p e c t i o n : ' S 1 C - z H , C o m m e n t s : I n s p e c t o r : 7 D T i m e o f I n s p e c t i o n : Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No, Mo- DISH Owner's Name: c Icy J' r Gen. Contractor: C�c, �+ ,4 r ' u ch Contact Number: �JJ4 c k Location: Date Requested: Date Needed: Subcontractor: — Opt c --C7(� C" �J M ✓J�/'S?� (11oi �5'e -8y49 a- Date of Inspection: 6/.6- r ' 6 oc, Comments: Inspector: �� V Type of Inspection: l,� h cisLr I a � 3�gl Time of Inspection: 030140 N LEGION POST 154 040447 N AMERICAN LEGION POST 154 010150 N CAGLE BILL &JOAN 020140 N COASTAL LIVING 060102 N ROCKER CONSTRUCTION 060103 N ROCKER CONSTRUCTION 060099 N ROCKER CONSTRUCTION 060100 N ROCKER CONSTRUCTION 060153 N ROCKER CONSTRUCTION 060154 N ROCKER CONSTRUCTION 060155 N ROCKER CONSTRUCTION 060156 N ROCKER CONSTRUCTION 3/06/2003 .............. 10 VETERANS DRIVE CONST 4/27/2005 "0' 10 VETERANS DRIVE CONST 11/24/2001 "0" 24 VETERANS DRIVE ACCBLDG 10/02/2002 "C" 26 VETERANS DRIVE ACCBLDG 2/2412007 "O" 1 VILLAGE PL A & B CONST 2/24/2007 'O' 2 VILLAGE PL A & B CONST 2/24/2007 '0' 3 VILLAGE PL A & B CONST 2/24/2007 '0" 4 VILLAGE PL A & B CONST 3/16/2007 '0' 5 VILLAGE PL A & B CONST 3/16/2007 '0' 6 VILLAGE PL A & B CONST 3/16/2007 "0' 7 VILLAGE PL A & B CONST 3/16/2007 '0' 8 VILLAGE PL A & B CONST CIPHErS DESIGN Co architecture and planning [7 (MEOW April 11, 2006 Mr. Chuck Bargeron Inspections Department City of Tybee Island, GA RE: Ciphers Project # 0521 The Village at Tybee — Firewall Assembly Mr. Bargeron: Gary Sanders, AIA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 This letter is to inform you that the Firewall Assembly U435, 4 hour rated assembly will be replacing the previous submitted Assembly U490. I have enclosed a copy of the new UL U435 Assembly. If you have any questions, please do not hesitate to call. rely, Ja et M. Lewis, V.P. For Ciphers Design Co. JL/bp awn rnic t1C1Io i!WIVE vrnt=V I um I FIRE RESISTANCE RATINGS - ANSINL 263 (BXUV) Design No. U434 Bearing Wall Rating —1 HR. FIRE RESISTANCE RATINGS - ANSIM. 263 (BXUV) ypsum Board (CKNX) Category for names of Classified Campania, 5. Me Lath — - Paper backed small diamond mesh, expanded steel, min lb /sq yd, 27 by 96 in sheets. Attached to studs and floor and ceiling with steel screws (Item 6). May also be attached to eral sup. 'rt members wherever practical. 6. Fasteners - For use with metal lath (Item 5) No. 8-18 by Phillips fiat >. d steel screws. The screw head diameter is in. Spaced 6 ' O.C. 7. Portland Cem Plaster — - 7/8 in. thick. Applied Scratch coat c.: g of 100 lb cement to 50 lb lim sand; brown coat . • fisting of 100 lb cement to sand. 8. Batts and Blankets* glass fiber or mineral Marking as to Fire Resis See Batts and Blankets (B nies. 8A. Fiber, Sprayed* — As an al Spray applied cellulose insulatio water to completely fill the application instructions supp sity of 3.0 lb /ft3. U S GREENFIBER tion. 8B. Fiber, Sprayed* — , an alternate to Batts an . Blankets (Item 8) and Item 8A - Spray ap • cellulose insulation ma.. .. The fiber is applied with wa to interior surfaces in accord with the applica- tion insirucfi. supplied with the product. Applied . completely fill the enclosed .' vity. Minimum dry density of 4.3 po . per cubic ft NU- • • L CO INC—Cellulose Insulation 9. Joint Ta . and Compound — - Vmyl or casein, dry or p applied in two coats to joints and screw heads. pe 2 in. wide embedded in fist layer of compound of gypsm► u wallboard. the UL : . ...• © 0, MEW O o coats: .5-1/2 cuftd lime to6cuftof L C— Cocoon ilized cellulose insula- HO ' IZO ITAL SECTION compo F, Design No. U435 Assembly Rating — 3 Hr or 4 Hr (See Item 4) Nonbearing Wall 'xed joint rated 24* O.C. --•• 7.1.11111WAIMENNI<twP =i1n ,,iF 1h'� �5h' 4'.ihVAi'.'.'lVii :: w*::► .6r.1% O O VE(TICAL SEC ON 1. Floor Ceiling R. — - Channel- shaped, 3-1/2 in wide with min 1 -1/4 in. legs, �•ricated from min No. 20 ti (0.0329 in. min bare metal thickn ...) steel or No. 20 MSG (0.0 in. thick) galvanized steel. Attached to .. r and ceiling with steel spaced not :water than 24 ' O.C. 2. Steel Studs — - orrosion protected steel studs, . ' 3-1/2 in. wide, min No. 20 0.0329 in., min bare metal this.. .:) steel or min No. 20 GSG (0.036 ' thick) galvanized steel or No. 20 ti (0.033 in. thick) cold formed, p ed steel. Studs shall be d-.'; • . accordance with the current edi . in of the Specification for the D wY ; of Cold-Formed Steel Structural embers by the American Iron an . •1 Institute. All design details : . . g the structural integrity of . • wall assembly, including the . design load of the studs, shall be • . specified by the steel stud d. and /or producer and shall meet . requirements of all applicable '...: code agencies. The max stud � s pa.. shall not exceed 24 in. 1 .C. Studs attached to floor and ceil�utg ' ers with 1/2 in. long Type 12 steel screws on both sides of stu 3. Lateral Sup .. Members — - (Not shown) - Where _ • for lat- eral support . studs, support may be provided by m . of steel straps, cha , or other similar means as specified in . design of a particular stee .. tud wall system. 4. Gypsum Board* — - Any 5/8 in thick gypsum w ULI Classification Marking as to Fire Resistance. Applied v •' ally with joints fastened to studs with 1 in. long Type S-12 steel . ws, spaced 12 in. O.C. • I.... _. the FLOOR 1. Studs — Channel-shaped, 1-5/8 in. wide by 1 -1/4 in. deep, with 5/16 in. folded back return flange legs. Fabricated from No. galva- nized steel: Stud spacing 16 or 24 in. OC. Studs to be cut 1 in. less than assembly height. 2. Floor and Ceiling Runners — Channel - shaped runners, 1 -5/8 in. wide by 1 -1/4 in deep, fabricated from No. 25 MSG galvanized steel. Attached to floor and ceiling with fasteners spaced 24 in. OC max. 3. Batts and Blankets* — (optional) — Mineral wool insulation, partially _ or completely filling stud cavity . ROCK WOOL MANUFACTURING CO —Delta Board. THERMAFIBER INC —Type SAFB. 3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose insulation 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 den- sity of 3.0 lb/ft3. U S GREENFIBER L L C — Cocoon stabilized cellulose insula- tion. 3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is t 6 le y Id 2005 FIRE ESISTANCE DIRECTORY FIRE RESISTANCE RATINGS - ANSVUL 263 (BXUV) applied with water to interior surfaces in accordance with the applica- tion instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 43 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 4. Gypsum Board* — 1/2 in. thick, 4 ft wide with square or tapered edges. For 4 Hr Rating — Four layers of wallboard to be used. hirer layers to be applied vertically with joints centered over studs. Outer layer may be applied vertically or horizontally. First layer fastened to each stud with 1 in. long Type S, self- tapping steel screws. Second layer fastened to each stud through the first layer with 1 -5/8 in. long, Type S, self - tapping steel screws. Third layer fastened to each stud through the first and second layers with 2 -1/4 in. long, Type S, self- tapping steel screws. Fourth layer fastened to each stud through the first, second and third layers with 2 -5/8 in. long, Type S, self - tapping steel screws. First layer screws shall be Located 5 in. from top and bottom of wall with a maxi- mum spacing of 48 in. O.C. vertically between top and bottom screws. Second and third layer screws shall be located 4 and 3 in., respectively, from the top and bottom of wall with the same vertical spacing as the first layer screws. Fourth layer screws shall be located 2 in. from top and bottom of wall and spaced 12 in. OC vertically. Each fourth layer horizontal board end shall be centered over and secured to the stud with screws spaced 1/2 in. from end joint and 12 in. OC vertically. Board end joints shall be staggered. At board side joints all screws shall be located 1 /2in. from the joints. Fourth layer also secured to the sec- ond and third layers with 1 -1 /2in. long, Type G, self - tapping steel screws located midway between studs and 1 in. from the horizontal joint Joints in each layer of wallboard to be staggered from the joints in the adjacent layer and on opposite sides of studs. For 3 hr rating — Three layers of wallboard to be used. Inner layers to be applied vertically with joints centered over studs. Outer layer may be applied vertically or horizontally. First Layer fastened to each stud with 1 in. long, Type S, self- tapping steel screws. Second layer fastened to each stud through the fast layer with 1 -5/8 in. long, Type S, self- tapping steel screws. Third layer fastened to each stud through the first and second layers with 2- 1 /4in. long, Type S, self- tapping steel screws. First and second layer screws shall be locate 4 and 3 in. from top and bottom of wall, respectively, with a maximum spacing of 48 in. OC vertically. The third layer screws shall be located 2 in. from top and bottom of wall with a maximum spacing of 12 in. OC vertically. Each third layer horizontal board end shall be centered over and secured to the stud with Type S, self- tapping steel screws spaced 1/2 in. from end joint and 12 in. OC vertically. Third layer, also secured to the first and the second layers with 1-1/2 in. long, Type G, Self- tapping steel screws located midway between studs and 1 in. from the horizontal joint. Board end joints shall be staggered. Vertical board joints to be staggered from the joints in the adjacent layer and on opposite sides of studs. AMERICAN GYPSUM CO —Types AG-C. CANADIAN GYPSUM COMPANY —Types C, IP -X2 IPC -AR. BPB AMERICA INC —Type FRPC, Proltoc Type C. BPB CANADA INC — ProRoc Type C. G -P GYPSUM CORP, SUB OF GEORGIA - PACIFIC CORP —Type 5. LAFARGE NORTH AMERICA INC —Type LGFC -C, LGFC- C/A. NATIONAL GYPSUM CO —Types FSK-C, FSW-G, FSW-C, FSMR -C. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS, INC —Type PG-C. STANDARD GYPSUM L L C —Type SG-C. TEMPLE- INLAND FOREST PRODUCTS CORP —Type TG-C. UNITED STATES GYPSUM CO —Types C, IP -X2, W-AR. USG MEXICO S A DE C V —Types C, 1P-X2, IPC -AR. For 3 hr rating — Two layers of 3/4 in. thick, 4 ft wide applied to each side of the steel studs. Inner layers to be applied vertically with joints centered over studs and staggered on opposite sides of studs. Outer layers to be applied horizontally with vertical butt joints staggered from inner layer joints or vertically with joints centered over studs and staggered on opposite sides of studs. Inner layer secured with 1-1/4 in. long Type S self - drilling, self - tapping steel screws spaced 24 in. OC along the perimeter and in the field. Outer layer, when secured horizontally, secured with 2 -1/4 in. long Type S self-drilling, self - tapping steel screws spaced 24 in. OC along the perimeter and in the field along the horizontal joints of the outer layer, 1 -1/2 in. long Type G self - drilling, self - tapping steel screws to be applied midway between the studs (24 in. OC) and 1 in. from the longitudinal joint Outer layer, when secured vertically, secured with 2 -1/4 in. long Type S self - drilling, self- tapping steel screws spaced 24 in. OC along the perimeter and in the field. CANADIAN GYPSUM COMPANY —Type IP -X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. UNITED STATES GYPSUM CO —Type IP -X3, ULTRACODE, FIRE RESISTANCE RATINGS - ANSWL 263 (BXUV) 849 ULTRACODE SHC or ULTRACODE WRC. USG MEXICO S A DE C V —Type 1P-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. 5. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads. Paper tape, 2 in. wide, embedded in first layer of compound over all joints. *Bearing the UL Classification Mark Design No. U436 Nonbearing Wall Rating —1, 2 or 3 HR. (See Items 5 and 5A) 1. Studs — folded back re Studs to be cut 1 2. Bracing — Maxim ing may be used. Type 1— Cut from with two No. 8 by 1 stud. Type 2 — Cut from wide. Fastened to the s end. 3. Floor And Ceiling Runn wide by 1 -1/4 in. deep, fa Attached to floor and ceilin Steel Truss Members — Fa designed in accordance with tion, and Erection of Struc American Institute of Steel Co between the steel studs and sum wallboard. All connections accordance with the AISC member shall be 3.75 plf. 5. Gypsum, Wallboard* — For thick, 4 ft wide wallboard be applied vertically with j be applied vertically or ho 1 -1/4 in. long, Type S self to studs through first lay steel screws. Second la long, Type G, self -tapp' stud along the horizon Joints in each layer of in the layer below an tapping steel screws board, 12 in. OC for board. CANADIAN ULTRACO UNITED S ULTRAC USG ULTRA For 3 Hr Ra with square or joints cen horizontally. tapping s layer with 1 fastened to Type S, and secon I.- 24' 0 0 0 0 0 0 0 CEILING ALTERNATE CEILING DETAIL °,N ° O''10 11111_ 1111; 0 II it 00- ill limo— 0 —mar I�rI 0 - shaped, 1 -5/8 in. wide by flange legs. Fabricated fro in. less than assembly h spacing 60 in. OC. E' teel runners, 5-1/4 • in. self - drilling, gypsum wall ds with three 'cated with 'ca eS . • Y t It • screws each be stagg side of s .•. ' . t ro 1. FLOOR in. deep, with 1/4 in. No. 25 MSG galv steel, ght r Type 1 or Type 2 brac- long. Fastened to the studs - tapping steel screws in each rd 5-1/4 in. long and 6 in. ype S wallboard screws at each el- shaped runners, 1 -5/8 in. No. 25 MSG galv steel. teners spaced 24 in OC max. with structural steel members =� .cation for the Design, Fabrica- for Buildings published by the ction. Truss members to be located members may not contact the gyp- hall be riveted, welded or bolted in ations. The min weight of structural Hr' sq is cen ting — Two layers of 3/4 in. re or tapered edges. Inner layers to over studs. Outer layers may irst layer fastened to studs with screws. Second layer fastened long, Type S, self- tapping the first layer with 1 -1/2 in. 1.. ted midway between each t . rd and spaced 24 in. OC. red 24 in. from the Joints tuds. The Type S, self - the inner layers of wall- from the edge of the .4 •. . •ntally. with 21 /4 also secured steel screws int of each board to be sta on opposite side o be spaced 24 in. OC e outer layer and 3/8 YPSUM COMPANY — I. • IP -X3, ULTRACODE, E SHC or ULTRACODE ' C. TES GYPSUM CO —Type t' -X3, ULTRACODE, �E SHC or ULTRACODE O S A DE C V Type IP -X3, TRACODE, DE SHC or ULTRACODE WR — Three layers of 1/2 in. thick, 4 wide wallboard pered edges. Inner layers to be a. lied vertically with over studs. Outer layer may be app • . vertically or layer fastened to studs with 1 in. 1 g, Type S, self - ws. Second layer fastened to studs ugh the first /8 in. long, Type S, self - tapping steel ws. Third layer tuds through fast and second layers with . 1/4 in. long, tapping steel screws. Third layer also to the first layers with 1 -1/2 in. long, Type G, self -tapp steel ted midway between each stud along the ho ntal joint of and spaced 24 in. OC. Joints in each layer of w to 24 is from the joints in the layer below and on pposite ds. The Type S, self- tapping steel screws to be spac. • 24 in. ., • •. cipHERs DESIGN Co architecture and planning March 22, 2006 Butch Cook Rocker Construction P.O. Box 2962 Tybee Island, GA 31328 VIA FAX — 912.786 -7147 Re: The Village at Tybee Project it 0521 Butch: Gary Sanders, AIA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 RECEIVED A special inspection is required for the use of the "Quick Tie System" by Quick Tie Products, Inc. per the International Building Code 2000 Edition (IBC), Chapter 17 Section 1704 Special Inspection. The Special Inspection is required for use of Q1000 Quick Set Epoxy. A registered engineer or architect shall inspect the construction. Such inspection shall be of a nature as to determine that the construction and quality of work are in accordance with the contract drawing, specifications and the manufacturer's installation instruction. In order to satisfy the City of Tybee, Ciphers Design Co. will perform the required Special Inspection and provide the appropriate forms required per the International Building Code (IBC). You will be required to call Ciphers Design Co. to schedule the inspection a minimum of two (2) days prior to inspection date. If you have any questions, please contact me at my office. a • d Jafiet M. Lewis Vice President for Ciphers Design Co JL/blp II-II, iii 60103 060099 060100 060153 060154 060155 060156 tl FOCI:.EF Ci- Irr,TFUCTIOtd N N N N N N N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION CtS6 -Ce2 -216 124;2007 ^ {r 2/24/2007 2/24/2007 2/24/2007 3/16/2007 3/16/2007 3/16/2007 3/16/2007 '0' 'O' '0' '0' '0' '0' '0' 1 '•iILL46E FL E: i=i INST 2 3 4 5 6 7 8 VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL A &B A &B A &B A &B A &B A &B A &B CONST CONST CONST CONST CONST CONST CONST Rwd BIS :IT 90 as Jew CIPHERS 22 East liberty Street DESIGN Co Savannah, GA 31401 912 - 233 -9968 phone 912- 233 -9543 fax FAX TRANSMITTAL To: Chuck Bargeron Company: City of Tybee Fax. 786 -5737 Phone: From: Janet Lewis CC: Date: 3 -22 -06 Pages: (incl. cover) 2 Re: The Village at Tybee Ciphers Project #: 0521 Remarks: Please call with any questions. FAX TRANSMITTAL -NEW T 'd EtrS6- cea -ZT6 Fwd eTS :TT 90 za Jew oc IPHERS 22 East Liberty Street DESIGN C9 Savannah, GA 31401 912- 233 -9968 phone 912- 233 -9543 fax FAX TRANSMITTAL To: Chuck Bargeron Company: City of Tybee Fax: 786 -5737 Phone: From: .anet Lewis CC: Date: 3 -1-06 Pages: (incl. cover) 18 Re: Ciphers Project ##: 0521 Village at Tybee Remarks: Please call with any questions. Thank you v-,or542_ ?Rook 5A- '- 9 - 59 $S 674F— (51q5-- FAX TRANSMITTAL -NEW 'd EfrS6 -EE2 -216 Rwd dS0 :20 90 TO .aeW a•d 9913A The treaded stud IS Instated in a predrefed hole which has been drilled midis br complying with AN3f894.14, The hole eddied to a specL8d ale 9116 Inch dmhster for 1N inch diameter wire rope and 718 inch teamster for 3f8 inch diameter wire rope and prrbedmert depth 4 Inches fro 1/4 Inch dame1 wire rope and e•314 inches For 3/a inch diameter wire rope end cleaned using compremed or and n nylon bards. The kdefficn gin epoxy is injected into are hole, starting at the bottom and gradually mired upward unIn the Iide is opprodmareyone- hatfful. The dreaded stud is inserted, while herring, until epoxy flows out of the fop of the hole, Idly cslttedthng ;hut slue. Bond allene t et retuned s1 elevated temperatures, sea mwarfachre's lllerebrs. The hardening and tearing fine at different tern:erahres for the epoxy le apaofied by the manufacturer (40 F slow set gel Urns is 45 reitnrios and curing lima is 36 haws). The miff ME of the epoxyreskt is two years minimum. Special-inspection is reap/red r„r ineeat e trim mono. ran aruxron 5.4 of this remit. LEGACY REPORT PALO 2 OF 17 Structural Quaky, Grads 50, Class 1 (F„ • 55 hS1,IFv = 50 kit) steel from Gap siac coating. Tru13 inch x 3 Mich quiet washer cordelrs a et1S Inch x 1-1/4 Inch slotted hale car. red on the diagonal of the washer. The washer Is manuturaured from ASTM A 570 Seal with a 45 kei and F, a ��tn' ksi. The ei aesrdriy is to be installed with a inch diameter meter through the 3 rich x 3 arch porCon of Inc herr step and 14a 3 •'sh x it rich washer. A standard, round washer cr a etre l inch thick locking washer and a nut on the tort complete the anchoring. Nade are driven through the smaller holes of the Ow into the scl d tat , beams. trio= or rattan to o?htplete the atstaNaiion. 4.3.5 Wick Hold Down Anchor Qit Cones-raid tympana, a 12 gauge 50.0984 inch) micenizel steel, berry sharp and et unmated 3 mat x3 inch r. Inch I0•500 eon) steel washer. The strap is 3 Inches wide and 14 itches tong to hand One. At 9913A issued Aj r t1 ?, 2004 MC Evaluation SeevGect ins. eidwaih g a Mica • 4350 Waltman Bead. Whitler, CON= EMI a tStai efiee543 ealj ntatOffice a map Y1orlctat ate. tftifak Berne Viani. ,tt.•dsme P5213 ■ Qo51 ees sits 1NWW.{CC•6S,01.g Frsgk alrr9Mose4051 Wed Firearm Feed Couneyr]6Heee. tan* tints (net hile-M05 The Subcoarnitfes on Evaluation has rttriewed the data subredled tits ettmpllence with the Standard Etark ag Calder. 116 SBCC1 bforrderd fir /lwr cane Resistant Reskiepital Cons2Uallone SS101040, the 19913 hrMnallonal One and Two Family Dwelling t:oto, aryl the Florida Building Code 2001- Budding and submits to flue Beikdrlg Mal or char auterty hating jurisdiction the fallowing report, The Subcommittee on Evaluation, and ICCES end heahftarenot responsible for any wore or omiosiorr to any documents, cakulattone, drawings, spat - Mentions, tents or surf marfeu prepared and submitted by the design professional or paperer of record that are pitted in the Substantiating Data Section of b' a report. Portions adds report were previouatyr included in Evaluation Reports tNal3. REPORT NO.: 9913A EXPIRES: Site the euirhnt EVALUATION HEPGN f iNUD+ CATEGORY: HANGERS AND SUPPORTS SURINTTED SY: QUICK `GE t'ROOUCTS, INC • 2831 PCAVERS AVENUE JACKSONVILLE DEACH, FLORIDA 32.2117 964.7329577 1. 1.1 1.1.1 1.12 PRODUCT TRADE NAME Quids Ttem System (OWS): Elip)114 " Quick lie UT34t) Sr Quick Tie 1.1 Quids Carntectae. 12.1 I1A4 1.22 MS and LS 1.2.3 MATS mi K?•& Twist Straps 1.24 01.931 Quick Nold•Dewn Anchor 121+ Qltlr -_ Quick fidd•Oown Anchor 2. SCOPE OF EVALUATtOtt Stnxxural: 2.1 Wild Load Uplift 2.2 Wind Load Lateral 3: USES Quick Tie and Quick Connectors ars tread'Ic anchor wood stud warts and roof Irani rnenrbers to the foundation. r'^ M1t' -CSI �•c- rrtan.:•,•mrr. x.avn:.ur.VIrPeOwalk4 dadmi-wrwr m sonad&e1wrrpoOpOredi..+ui ev..: 4e 4.A•a.ndw0• rn::.imrair. rr:L•.afry: attire rapaarurYnAwr„ 7dikldlr1.121 me Mar e ro w.nnwnlrrf rE.ot ahw &aria. rm..eq m., ntiwyii4 evappetwrigwr new mart irrarr OM •.p, FPerre w..irr :mtinrh dv Nat/ 4. DESCRIPTION 4.1 General The Quick Ter' System i3 a fabricated roof RINI Will anchoring system owrslseng of a wire rope with treaded studs swaged to each end. Trc threaded studs are embedded Into hardened concrete by drifting and using epoxy adneslve to pitcher to the foundation. The opposite and of the were rope twth rte dreaded stud is Weeded viatica') to the top Of the stud wet where a steal plate and rut Bare. used in ancror the top pia. Wood eusee& freadere end bottom plates are oomactet with Quick Co nesors to erowde mstribeton of Mad to the verb el rove rope. Components of the system are listed in Section 4.211kate iisarrd 4.3 Quids Conncc cis. 4.2 Quick flew Systems (QT'S) MarerL:W 4.2.1 Warier.. wog argi QT3(X): Aircai wire rope, a the' 114 in diameter or 318' diameter .11eesded Sfuddsre swaged 01110 eitdi end of the yore rope, Yr kith x6114 Ira With 4'tithes of threads for Vie 114 inch wire rope ed 314 nit x9 itch Mar inches of dread kar the 3'B inch wire rope k ciiald It mires are 0.030 inch diameter, or smaller, with minimum F„ s 268,000 psi. 1K indcetua the length in fart) OT(X) 114" Arndt wire rope, 'f14 maxi damriter, 7x19, galvanized steel vddl a bresidrtg strength of 7,000 peons. individual wires in the wire rope are gafvaartiasd wit a rn i.'rtmt of 0.10 conces per storm toot of uncoated *footrace. Q 3ptj 318' aircraft wira rope. 310 inch diameter. 7109 golvertizeci steal yein u txeshhng strength of 14403 pounds. individual ekes In the wire rope are galvanised with a minimum of 0.10 ounces per square foot of uncoated trim suffice. 42.2 Washers ABW4S and Nuts: Steel plate S (net x 3 inch x 114 filch A/TM A 364 or A 2.53/204 or A 670, tfaiairym yield strength of 33 list and minimum ultimate strength 0E45 Its. Nets are 16 inch Grade 2 Hex Huts with Mack washers. 4.2.3 01909 Quick Sat Epoxy: The epoxy ie a 4r5ewe rebel, N5200 bread, manrdaclureti by U.S. Malice, ¢10. 1CC•ES Legacy Sepal ER -4398. a two component etuftural dory Ii0 NDMODII911051. in98p0njinjodicng4 package( in loll past or cartridges which we inserted Into the ice End dtapansed t aoagn a disposable static Miring npida. Tire Injection gel is a mixed product otftained by rrindeg ? base mein With a hardener. The components ere mired on a ore -Dolls rack' stink mixer. The hlydaner L4 cokes oded il( red and the hose resin is provided in a white toil peck. An aitettlate slow set hardener may be used and Is padmged In Cluj fog Cade. Co¢/rlgtAd' 2004 • ..4 61796 -6CE -216 1 na7.7oa -7Te Paget NV 0..rtue)400.1R-21 824009 drat :TO 90 TO 15j4 Ruud cISO: a0 90 10 JeW 9313A The threaded ttud is installed in a p.-edrifed hole which has been drilled with a alt complying with ANSI B94.14. The note is drilled to a specified ied slat 9/16 inch 1'rIen'iOW for 1/4 inch diameter wire roe and 7/8 int4t detainer for 3/8 intro diameter wire rope and embedment depth 4 inches fro 1/4 inch diameter wire rope and 6-3/4 inches for 3/8 Inch diameter wire rope end cleaned using compressed air and a nylon brush. The injection gel epoxy is injected into to hole, starling at the bottom and gradually Moved upward until the hoe is appivxin-lately one- halite!. The threaded stud is inserted, while turning, until epoxy flow out of the top of the hole, t,ltr erttedIng the stud. Bond strength is reduced at elevated terrrperatures, see manufacture's literature. The hardening and currrhg time at different temperatures for the epoxy is speetified by the manufacturer (60" F stow set gel time is 45 rreeitee and curing time Ia 36 hours). The shelf life of the epoxy resin is two years minimum. Special inspection is required ;nrtn tiling rho 01000, see section 5.4 of this report, 4.2 Quid Cnneecft 4.3.1 Quftil Connector FMF.d Hurricane Mchar. 18 gauge (13.04616 inch) thikhc anchors used to fasten wood rafters and parted world :r. ;saw: to weed top plates. The anehore ere ii; in resist uplift loads, and forces applied parallel to perpendicular Ic the top pates. The anchors are manufactured from ASTM A 663, Structural Quality, Grade 60, Glees 3 (F„ - 70 ksi, F. - 50 kee) sec alecadone with a G 90 zinc coating. x13.2 Quid:. Connector LS 8 MS Series Straps: light Straps (LS) are 20 gauge (0.(X356 inch) straps, Medium Straps (MS) are 16 game (0 :3575 inch) straps. Tito straps are erenufa luiecl in lengths varying from 9.6/8 inches to 46 -5/8 inches. Each strap is 1-1/4 inches wide with nail notes punched at intervals of 1-1(2 inches along its length. The nail holes are staggered eawee the width of ol the Temp, At the mkllerhgh of each sip is totaled a holeless area 3 inches long. The purpose of this space is to provide a distance of 1 -112 inch between the joint in the wood being Wined and the fast nail thole on either side otihe joint. The test tit nails on each end of ire strap are spaced 3/4 inch apart and are staggered across the width of the strap. The straps are manufactured from ASTM .4 633, Svucture] Quality. Grade 50, Class 3 (F, = 70 ks!, Fr a 50 ksi) specifications with a GY9C zinc r;is a:nes 4.3.3 Quick Connector MTh end His Series Twist Sims: The straps are manufaottced in lengths varying from 12 inches to 28 inches. The straps have xr offset shape to allow for twisting and !leading. Each strap is 1.250 inches wide with a double row o' flee holes punched at ineovals of inch staggered each side. The MTS12, MT$'16, NITS 20 and MTS24 are 16 caauge. The HT820. FiT$24 end l-lTZS7.8 are 14 gouge. The straps am manufactured from ASTM A 653 SS, Grade 33, (F„ 45 kel, F, _ 33 csi) specifications with a G 90 zinc coating. 4.3.4 QUicit Hold town Anchor, OHM: Consists of two parts, a 14 gauge (0.075 inch) galvanized steel, bent strap and an unarmed, 3 inch it 3 inch x 3 gauger (0.239 inch) steel washer. The strap is 3 inches wide and 14 inches long to bend line. At one end, the lest three inches of the strap is bend 90° to the remainder of the strap. In the center of the 3 inch x 3 inch portion el the strap is punched a 9/16 inch Jrameter hole. The long part of the 0H01 contains nine pair (eighteen total) of punched cheed ham, 0.185 irhure e ah dimmers-, and spaced 3/4 inch apart for nali ng. Each pair of nail holes is offset 3/8 inch from the cell holes above ardor below. The first four inches of the lent snap, above the 3 Inch x 3 Inch portion, do not contain nail holes. Tha grllvivisad bent seep is G]briceted from ASTM A 6ti3. PAfiEtOF17 • • • Structural Quality, Grads 50, Class 1 (F„ r 55 le$1, ;F7 _ 50 ke) steal from G90 zinc coating. The 3 inch x 3 inch Steel washer contains a 9 /16 inch x 1 -114 inch slotted hole cents-ad on the diagonal of the washer. The washer Is niariut�ed frorn ASTM A 570 steel with F, _ 45 ksi and F, 3 list. The assembly is to be instated with a es inch diameter bolt through the 3 inch x 3 inch portion of the bent strap and the 2 inch e 3 inch washer. A standard, round washer or a split, 1V8 inch thick licking washer and a nut on the bolt complis the anchoring. Nails are driven through the smaller holes of the strap into the good studs, beams, trusses or rest -re to csinptate the installation. 4.3.5 Quids Hold Down Anchor, OHM: Consists of two parts, a 12 gauge (0.0954 inch) ga!varhlzed steel, barns rap and an uncoated, 3 inch x 3 inch x 1 inch (0.500 etch) steal washer. The strap is 3 inches wide and 14 inches long to band line. At one end, the last three inches of the strap is berth 90 to the remainder of the strap. In the center of the 3 Irish x 3 inch portion of the strap is punched a 5/8 inch darnel ' hoe. The long pan of the QHD2 contains 15 parr (30 total) lof punched holes, 0.166 inches in diameter, and spaced 3/4 inch apart for reeling. Each pair of nail Nees is offset 3/8 inch from the nail holes above and/or below. The first tour inches of the bent strap, above the 3 inch x 3 inch portion, do not cores in nee holes. The galvanized barn strap is fabricated from ASTM A 6513, Structeerat Qualty, Grade 50, Class I (F„ = 65 KSt. Fy - SO k.^.,I) gee! from G90 zinc coating. The 3 inch x 3 With steel washer contains a 916 inch x 1 -114 inch slotted hole centered m the diagonal of the washer. the washer is manufactured Worn ASTM A ss steal teeth F, 513 lcsi and F, 39 ksi, The assembly lab. be irtaaled with a 518 inch diameter ere through the 3 inch x 31inch portion of the bent strap and the 3 inch x 3 inch washer. iek standard. round washer or a split, 1/8 ire* thick looking washer and a nut on the bat ,;ample%the andeeenrg. Nails are cur* hry ght the entailer hues of the strap into the weed stuffs, bErertie. Vessels or rafters to complete the installation. 44 Design Leeds Cosign load tables are shown below with ailowabla lead of the connectors, fastener scnedute, dimensions of connectors, and drewineja of co:t .eia:es. 5, INSTALLATION 5.1 General Crick Tie end Quite Connectors are instated in aceaca ice with the manufacturer's published installation instructions and this report The system ehell lab instal ed by ;ontr i tiny inii.tesi and licensed by Quick Bracket, inc. The manufacturer's published installation irtaructiens and this report seal Ibestevctiyelarered tweed a copy o fth c:iinstruotrhe shall be avenable at all times on the job site during installation. The instructions within this htaport govern Mere are tiny conflate between the manufacturer's instrtraions metes report. 5.2 Foundations Ce^Nk Tie Artianc Bess are enbe-tded into crnxrefiefecndatiore that are minimum 8 inches thick with a minimum compressive strength of 2,5C0 psi. The bolts shall have a mieeni m edge distance of 2-1/4 inches for 1/4 inch diameter vie retie and 3 -1/2 inches ?Or :3/8 in dianneteh• wire mope. raid shall beg stn s ad E'd LOB2- 288 -STS aJrysmooJg a2aoaf d1E:TO SO TO ,.JeW 6'd Ei7S6- Ce2 -2t6 Rwd dSO :20 90 TO -JeW Mar 01 OS 01:23p Geo n R.Brookshire .0'd C6-CC-1S 912 -882 07 p.3 Rwd d90 :Z0 90 10 JeW r -li �... LEGACY REPORT •■1•11111M.i-- ICC Evaluation Service, Inc. ww w. icc- es.ot! g 9913A Issued April 1, 2004 autansseleaionsi Office I 5360 Waterer bill Roe/. Whitler, C aterttio 990501 a (562j X33 Re;lfnrral office ■ 000 Liontcie{r Real!. &else. eineinglxue. Aialmmr. 3521 "o a 2C5; sesame Regional Office • 4051 Went Fioesmoor Road. Country Cue Flee lanes 60478 .+ (P08) 799-2305 • The Sirbec nnetfte an Evaluation has reviewed the data submitted for compliance with the StandardBv9lding Coded; the S,SCCJ Sia—in rd for Nrrrriroane Resew/ant Residential Construction6J SSTO /0.99, the 1998 Intetnabonal One and Tete Family Dwelling Cote, end the Florida Building Cade 2001 - Building and submits to the Building Official or other authority havleg jurisdiction the following report. The Subcommittee mmttee on Evaluadtere and ICC -ES and Its staff are not reap, snlsstbie for any errors or omissions to any documents, Calculations, drawings, specifications. tests or eurnrikeries prepared and submitted by the design professional or preperer of record that are listed in the Subettintiiatinr Data Section of •tile report. Portions of this report were previously in hided h; Eva-heeler: Reporte is x13. P,EP DRT NO.: eeleA EXPIRES: 56E■ tile, current EVALUATION REPORT INDEX CATEGORY: i'irkNGFRS AND SUPPORTS SUBMiTT6:D ELY:. QUICK TiE. PRODUCTS, fallee 2957 POWERS AVENUE JACKSONVILLE BEACH, FLORIDA 32207 904-7324347 wenequiektioerodectecent 1. PRODUCT TRADE NAME 1.1 Quick TePe System (QTS): 1,1.1 0 7(iel ;/4 Quick Tie 1.1.2 Crrapq 318" Quick Tie 1.2 Quick Connectors: 1.2.1 lees 12.2 MS and LS 123 MTS and NTS Twist Steps 12.4 QF1D1 Quick I-told -Down Anchor 12.1 CerfD2 Quick Hold-Down Anther 2. S^OPE OF EVALUATION Suuctuis t: 2.1 Wind Load Uplift 2.2 Wind Load Lateral 3. USES Quck Tie and Quick Connectors are used to anchor wood Stud wails anti roof framin . members 10 the toundatithn. 4. D SCRIP'TlON 4.1 General • The Quit: Tie"' System is a =ariritated roof and wall anchoring system consisting of a wee rope with threaded studs swaged to sect end. Tne threaded studs ar,r: ernbeeded into bardereee Concrete by drilling and using epoxy adhesive to ahcher to the foundation. The opposite snd of the vote rope with is Threaded stud is extended vertically to the top of the stud veal where a steel plate and nut are used to anchor the top plate. Weed trusses, headers and bottom plates are connected with Quick Col srtectors to provide distritwfrom of load to thevort,car Kira rope. Components of the system are listed in Section 4.2 Mateeials and 4.3 Quicrt Connecters. 4.2 Quick nein Systems IQT) - reatetiale 4,21 Gt >;ck Tie +' QT(X) and QT3(-X): Fineatt wine fop either 114 inch diameter or 3/8' diameter . Threaded Btudt are swaged wto each errd of the wee rope, }= :mini x 8-1 /4 Inch with 4 inches of threads for the 1/4 inch wire rope and 3/4 inch .x a inch with 6 inches of thread for the 3/13 inlet wire rope, tncinideal arrGS are 0.030 inch diameter, or smaller, with minimum F, 968,000 psi. (X indicates the length in teat) cc(x) 'ler aircraft v.lse rope, 114 inch diameter, :;09, g&'erized steel with a breaking strength of 7,000 pounds. inreedual wires irk the ::ors rope era gaheanized vets a minimum of 0.10 ounces per square toot of uncoated wire surface. QT3(X) 3I8' aircraft wire rope. 3/8 inch diameter, 7xi9 gafirenizee steel with a breaking strength of 14,600 pounds. irxlividual wires in the wire rope ate ftEliVailiZed wiib a neither lm of 0.10 ounces per square foot of uncoated wind su?hace• 4.2.2 Wasne s AFW43 and Nuts: Stec plate S hest x 3 heel) x 1/4 inch ASTM A 36, or A 2331284 or A 570, reintrntan a efd strength or 33ltsi and ininenum ultimate strartg'th 005 41st. Nuts are trx inch Grade 2Hex Nuts with led( washers. 4.2.3 Q1000 Quick Set Epoxy: The epoxy ie a private label, i-1S200 hind, manutactured by U.S. 1tnchar, Inc. !CG -E Legacy Report FR.4398, a two component structural epoxy dispensed by a manual tool. The epoxy injection gees packaged in foil packs or cartddges which a-a itnsersterl into the tool and dispensed through a disposable state mixing rsbzzle. The injection get is a mixed product obtained by nixing a base resin ware a hardener. The componords are mixed on 4 one- to-one ratio in a ataxic mixer. The hardener r is color hided ie red and the base resin is provided in a wieete foil pack. An alternate slow set hardener may be used and is packaged in blue foil packs. • r C.rd,.• "!.,YC ;rrre.::.:. ..�w,, ?m t.nrxun.r.snp+ nrbg.huthehee.rartyarki.a eilvrre::.xApeKjlr44!r.ri6a!!s 1r_ war,., kTp e. hrQ. ttlnra tev..v4- ANnivr: ;;tn.04ti.:J /lee ',purr at a removnerneaMat fa, latae. MarehnouwraunArlCCEsarrnrtan3rrw e.(n.... pnetsnrin rpret4uxmow/ m. 10go roYrcrmak ,-indn.wmr.Arpehrmrprcarycr CDgyrp i K; 200: i►•d Z.062- 288 -216 S d Et,S6- 6E2-ZTS aJtys>foa,lg •2f a9Joa5 Rwd Fag* idt7 d:10 so T Q -few d90a20 90 TO JeW PAGE3OFI7 9913A required to resist wind uplift load. The foundations shall be designed to resist the design toads determined In accordance tenth Chapter 16 of the Code. 5.3 Wall Constnection Wood framed walls shag to ea: Wucted of to art; bottom plates of mtrrirrrrm Southern Fine, No. 2 Grade, minimum 2 inch nominal thickness with a specific gravity of G 0.5.5. Studs shall be a minimum Spruce Pine Fir, Stud Grade, minimum 2 inch Milian! thickness with a speciffc gravity of G.030 spaced IS motes or center. Ail walls shall have double top plates, 5A Special Inspection Spatial tnspecticn is required for use of 03 400 Ctulck Set Epoxy, the Construeticn shall be inspected by a registered engineer or sod 9•d arctaitert, preferably the one responsible for the design, or by a competent representative responsibletothe registered engineer. Such ins} on shall be of a settee as to determine that the construction and quality of work are in accordance with the contract drawings and specifications and the maitufacwrar's installation instructions. items to be verified by the ste_^Sal inspector I rude hole, diameter, cleanliness of hole and actor stud, adhesive type, arthesita application, etud darn eter , stud erabedta c t. and ad-ier mquirernents specified in this report and tree nrartutacturer's instructions. APPLICATION or THE QUICK TIC SYSThM t: u ti WOW ~�A • J f 7aa,.a-�raa to INIFINtom • L062 -2BB -2T6 EbS6 -EE2-216 aJ•cysfoo.g•a 02Joa3 Rwd dSZ :TO 90 TO JeW dL0 :Z0 90 TO JeW 61 L E N O 4 L • LE 6 E L O CC 61 L9 00 LL IV W EE QUICK 'TIE, l r, SPACING TABLE AND DESIGN NOTES mwilwa. OF TRUSS TO TCW ilLATE CC�.iNKTORS 1RE20S UPLIFT (Lm QC QUICK TIE AGING, FUN t UCK Tlf: 5: ACING FFEf . QUICK TTE AlLOWASIE. DEE3f4 LOAD ATH i 2 L4 k WLUK EDGE )�ISTAWCE . 23:.( Llib. QUICK..TEALLOWABLE i7ESTGIYLOADWJIHU)Cz Disrma EQuALToOx. Gat A 1ER MAN e. xt2 6CLSSI The MINI m ism O4STAHCe RE2U1NEI?IS2S(M.THE i7 JV NOTES 1M (al, M7SI2 1. U8:OI4 Q,IOc 01 W1YMN 12' OF P'J 4 LAAO SEAR O COMER. L SIDE OFCOiC+1GRAERVER�YTHE E. WHERE. TIE TOP PLATE LAPSOVESTEEO1P1 WALL 2 USE ONE ORli1/lOUjCE EATSAMINDOFNJ.SPEAFIMU, n• tit • . I +' 5 l$ 1613 ar-- >.1 7.0° 7.01 SE�SHEARWAG. ISNUTT SUBJECT TOUPLIPTLOAU18,USE OhILY ONI; QR TWD t11! (S!t MOLD CK%VNj ATE $1 ENO OF EACH MEAN WALL SEGMENT. IF SHEAR WALL NI LMJ8JE17T TOUFINT LOVE USE QUICK TES ED IN TAM PLUS ONE ORTV/0 TIES ATEACH ENV OM EACH MBAR %YAM MBESENT.A 01122102AMINTIONALH010 at'JVA0 WAY LEUE 0ATBHEARWALL ENOSMI ENOMR11EBPAC:t10 11) U�N6 CAJO TTIE AT EACH 61124F ALI. MEMOS OVERE•c• UNLESS UEJBS LOADS EIUTE NARROWER SPAM* IS MOORED. A) USE SPEWED QUIRK TIE(8) AT CONCENTRATED UPLIFT LOADS 0. 168011AwCR+ RT'ER 6) SP ACE ALL 6,1101 ME5 A8 BPECIPIED ti THE TASLE PROY10192 FOR AU. WALL SUBJECT TO UpLWTLAMB. 01 AU. pJlO.ICTES OHALL 9F INST'ALLESAOSONSNo To THESE + I I ,,•„y I — 5562 i�i 6 ---g3' 641' 6.75 64? 650 1 2 2 • OE • ' T I I --WC 8i..3 fag "" M44 64 Mr- -or- lU't 640' .' ' • 5-60 5i.3" 6O3'�' IS25415I & WNW A W IIJM EDGE OISTANOE OF 6' OR GREATER IE PROVIDED. nom 1FR eIXACT LOCATION OPN CHANGE ELRNRLYAB LONG A3 IN S MAX MUM NACINC1 BETIMEBIIJYIVT'AOOUJ0C TIES DOES NOT BXC 893 V .t S'. THEREFORE AN 5.7J ...,... «� . 525 2 • ' I 2 OIL I 2 "'L" CAL + - L 9'-cr 11° +}L6' S.LO .fA 450 25 2 2 EPEOIPIW 1U 1 UMIEBB DE 1OT$ 0 NO CCRTiFlEO OT'A LK Nfs� FRO FEMORAL ENGINEER ORAHCMYFEGT. 1/) FILL ALL NAIL. HOLES IN AMA• AND 151812° 10NNECTOAS ISSEE NEAD6RCONNEOWON SCHEDULE FOR OONNEO'T1ONS REWIRED HENNAS Q l8 6PECI M THIO TAtt.e ARE £At8£DQ61;' R iO CoNORETt 11860 0400 EPDXYU QTFE ASEENOTL:I). 10) LOADS IN THIS TABLE ReaUIRE A MINl41 N 1/2111110K GYPSUM WALL.SOFROON SAM UMW WALL.M M10 STUDS A?T -1/2' LUNGWA1.L ARDNAL USEPAAC6OrOfiATEDC.SBAND170.0. P1 'I}IE MM. b. TI)usE ONLY d1:CK VIE SYSTEM MATERM SASOFEcPMD OM Lofit °LsoBYOtI:OKTY3PROOLICTS.ING 2 2 6- 2 • 2 —VI— ---d311- _../:.r 141' 4.00 1 2 3'-Id' dTS 3W .5 BI'AQNti OF t1 1 AUDPPTAALE 3 + 3`&' 3C9F 3 7 1428 3 3 r, ( • 2 �5t7 -71fir 3'{1` —2, 3100 IS —In— —=''''. 3 •' Sri .6" 3 - 12VIT... 2 a' 3 - Ltd . r....r..... . ,..wm.wIRc..+.rwan. n••■1. IRQUICK TIE P ODp.UCTSJNC._ eziMilar OWIGVNI.LQU¢ri QUICK TIE SPACING .. .._.._...... .TABLE AND DESIGN NOTE .._.. _.._ _ .. _...._ ._ ................_....... @ Crypt ht2003CAI011i OPfiF.41CtF.inc, . .......■■•••■•■■••■■ 3x3"x1/4" STEEL PLATE-7 112" GRADE 2 HEX NUT-1 / r11-•-•-•--•—•11■■••• ot.43y4u ,10•■•■■•■■•• 4.1.11 1/2" X 6 114" THREADED STUD SWAGED TO lie, AIRCRAFT WIRE ROPE ,-- 1/4" 7x9 GALVANIZED AIRCRAFT WIRE ROPE \ 7 if2" X 6 1/4." THREADED STUD \SWAGED TO 1/40 AIRCRAFT WIRE ROPE N .. 7; — --;Z:1-EMINIMNNI 1.111•Itatoia•MIAMOMICrammoiCgalIMar te.41. QUICK. TIE PR.ODUCTy\IC, 2,vivimiroarosa 4.1=tigurtaiSLactio:Er on- QTX (embedment type)x(plete or welt height) TYPICAL QUICK TIE PART DETAIL ' Col:right 2003 Quick Tie Fmclucta, Inc, vm.011.1 VIWarret)1E- QT-X co, L .0 0 0 a, 00 EY) L163 cc 0 01 o_ (7) A. 0 0"I co o 0 0 L L IV r E 314 u GRADE 2 HEX NUT / Li TI..(5 1l2")(3f4" Steel Plate - 3/4" X 9" THREADED STUD [SWAGED TO VP AIRCRAF r WIRE ROPE F3/8' 7x9 GALVANIZED AIRCRAFT WIRE ROPE --3/4" X 9`. THREAD.ED STUD 1 \ SWAGED TO 3/13 AIRCRAFT WIRE ROPE Q1.64 01-9" •040.- ' ' If 1 1 ),1 0'4" laT3X (embedment type)x(plate or wall height) UICK ODUCTSINC 151/.vtiSCIMTAIaTA .0kw cviarq r77 00xtvc0)7$0 4.:*0 0=0:411:431 awn K rAIMEr irse■MAII-wrimas no•*.evatroOnto I ...wow OdialiaMAINFININIZZITMONOW TYPICAL 3/O' AIRCRAFT WIRE QUICK TiE PART DETAIL Oczpotge Mtn 0:110kM Pitt, 147 41/2? 1-1A.11, (LEFT) LOCATION STAMP — ON BOTH SIDES tiltiVOCANE MEM ci "-K rooms Vs▪ . IW 11M N it 1111'37, r ENV. 1101 . It it 4 INC ..• ii ... :. ,-. • ■.• I. re ., -11 1810 t, et) IS at le 124 sat i IN 144 le $ I eM IN 514 StI tta IS til i41 Ile II II I QUICK TIE P.R.ODUCTSINC.., Mg:M=4W SAIT:WsHAMIc. MAO HA4 HURRICANE/SEISMIC CLIP ciopyrighi 2003 air* Tie Praxes, its:, 1 I I ... 1FAMETE5517 10.4 2.0111111414.1011111121311101MFAMOM117111111. LL 30 L 9911d ci% M330 Ela:i1._z= • • - 3 iv1,536 trEr"--0-E: W-==------"=--t= MF•39 • OS' TLINCAL IWOMIMP.11.11=0.911•1141.ef0111W. - 1 I UICK 11E LS & MS STRAP ,ODUCTS,INC. 293L M41111.1AtgOZIOIONWURA.12704 Pf4(4;14)TVAITIFAW164M: Hrbt crivinumus Eug.micoatrt • ,- .... .,•-•-•••••• •• • •• Ooprigh; =CO Wok Ile FAXILIA:(4, 1St. ••••■■■•■•■•■•••■• roma pass) artw apke AS f‘etro) ZIECL flAt/011, ;006Pr Leam Al-48.63P tS (20 GAI ic—ormItp, a Ficoovior (16 GA) Mar 01 06 02:10p Amy Mar 01 06 01 :34p 912 -233 -9543 p.12 p.1A George R.Brookshire 912 - 882 -2907 31 vi dV 11S SA1 I Si WITIERTSPIIMORNOM -„4- b£166 LL 4o- 6.`3tici ine DM - -. t M .1.. lir O. o -. p/ * . R i I i e. -f O •• FP 2 i i y p � jj g 202§g1 2 E Ognag :d wag' tg ap g ag Nib$§ 1 { tS7S7 v i i T .. . W a at # 4 9 0 r: ... a O v. :- q:, �� 1111111 1 111!!21* 1 5i t §Ig �Ngig 2 ate fiii.gaig8 ttg :g 1 6 1 1 1 1 1 1 t!i i ii it v iii o d i g l i t$ -„4- b£166 LL 4o- 6.`3tici 17) CO C) N Cr) (4 c'Jcj CO.-4 N L a a II E (7, CC al a_ o • in •• (r) o 0 COW 00 0- 0 L L 10 41/ E E **114.t.•••64115falml, 1171WACJI/ff0.0. ■••■■■•■■■■•• Al 0 'iiOUICK TIE MTS & HTS TWIST STRAP 1,1 P ODUCTS,INC nNiASnILSVPICONIKIMAS1207 'Iyt mr17234.7441%14 f;opyrIght 200 Q:atak Tio Prod:Jets, Int. MT Et It Gauge) HTS (44 est.,94) .1t r 912 -233 -9543 312 -882 -2507 • aormaniallesinVZMITATONTWWWWW..........~./011.041 111:11RITOINAZ14,94‘ miwsrermetabq OW SIM 0 ,,.... ,,,..... ,,. OA ,:i..- .. _ ir.-mimo. -mew - w a. ro I rt...s. a.m. ' li4-t^:7:. me ow Ai: rim ) is iiii Ralt MAI lir own, ow te • Pi ?PR. « :.■. , ago _m■ Mt ....PM W rid Ma l a n int fir 1 .0--...W4 Xs iktil W ,. ' A • am - —re Ala Kim WitS WS gfi, *MIN' Ida la. AO EN 11101 18 it rAtia ti Mt _ fr 1 fir er__po V A • i ta, WI mat 0 acital. 2.1 i W 19% sa_ 1 iw_SILLAL, i IV ....20,_ sif _M.._ io iff 1 is' IC MI ?MI Id IS 10501% sr r ur we a a %am _K. ar fa MU rs r.? 101401. 2r i ON 0/11■■■■■ U1CK 11E. P ODUCTSINC -1911f0Witaseil? COmigatrzcirortequAccrovim MTh & HTS TWIST STRAP COCc9yeell TOM 11: ink Thy Pitduals, nairOWANIWIMMIIMMO1.1"delOPIN.O.S. ZINIM ■ONIMM.10110.4.11WilalaMelm■OMMOWreeneWrx, tAISFOITHOUllicat IMIJZOINIPCilta7 3111.44211t6ArlaraINIVOAL/701•11AMMAttlit1LOA WARMS CWAP urimmtss,mcnin ke•immy wage s cuttstkomilfrineartapta; :sit:m.70mm I tit:v./AM:120141N terong gaga', 9itgkiliplillsOrg.rtl* stu sitv-nolfecarKM".11...41Vo.muct64 ismitiwavon IT.CDUC.7 are tine (11, Gouge) HTS 14 Cifattge) 114D: OF Mar 01 06 02:12p Am Mar 01 06 01:38p George R.Brookshire 912-233-9543 912-882-2907 p.15 p.14 tar 'me LI 11£I-66 912 - 233 -9543 912 -882 -2907 QHDI QHDI KU Dom coo:tame 1 owfor. nom Ativatia Watt 1144 Iv • bk meivotas tral 0t1) talirtg) tniT Typical QHDI Hold Down Installation "Iiirgab3-rt IR-77.6.s#0)T 3 r r XVist *IM.VrasixT i 27W mom 11 unto, h thothoral.,he.15.4.33. wihtkilhrserriart !ma than 1146. pliat$ awl*. reextra fa, IISISMIlfb act:01MM 4106 gm tti3 annul Kt fr.), MVO 1 rhgl rahhhhh Ite X4 *WIWI malt TO roar Mewl% ODUCTSNC... .•.•• !TS190. la ■■■•=4*.•••••,01.,•••...e, wp..■■••■••••••••steln WIlictralor.ry 274 11111;:11 2IN ..111MW,AMe6410101010•01.0.1.......1.0...m.ineRSRIO010.710...M.N. • • - QHDI HOLD DOWN CoPYit.clit 20D;) ClIkk Tb Proavto, ho. 01•17,740.11111111M.1111111.... UHD1 �lC3C2E63J�'d 912 -233 -9543 912- 882 -2907 neearaetatawntee•Olotowsewomm*M.Mes•WeL....f.a.1....**.w......Wor ifas, kuor OHM MATERIAL: 1243A., 33K01, GOO MOTE: ALL NAIL. HOLES SHALL BE ASTS MA. HOLES 01•KvalamtV LUCK 'I1E ODUCTS,INC 1,,ICAPIRS_AS1 ,vrirawritirot " nie101)7m.wa MAC/J..1732-6"M TOMMY MilliAtt12.1£.1.11140 .r.rxwairou,ROAMWM.:1000.0ww.repsembooreemommlains. 11.1[1=MOVA HOLD DOWN Cogve*t 211!* *A* "ria Pmcfuch. fno. migira-0-1 IFMW. OHD2 (12 Dal) 11. M3 i13JVA Mar 01 06 02:12p Am Mar 01 06 01:41p George R.Brookshire I 1 ! I o 0 o z 0 I a P.3 912-233-9543 912-S82-2907 p.18 p.17 AO St, 3ENci 9913A PAGE16OF17 GENERAL NOTES FOR TAMES 1. . eltwwati40 loads shown are in pounds. 2. einem noted cthemir s mails are common wire nails of the penny weight ri=e1 in tee tebt6G. Nails ebait comply 'v'eth Federal Speefication FF TI.10Si3 and shah nave the fo{iow.ing minimum bending yield strengths, $d, n x 00.131 in, Fe - 100,000 psi lOd,De0.148 in. Fe - 9O.QOOpsi 16d, 0 = 0.162 in, F, , =904000 Loads deeignetee as (normal) or (100) maybe increased for duration of load in timber cot's-auction in ar oordene a with;Tatile 2.3.2 of tee NOS tap to the tabulated ellowelee fords of (133) and (160) for rind end seismic. Load dureEiin Austere. nta undefiha Fit rids Building Code shall be in accordance with section 1609.4. Except for duration of load increases in timberconsiructton ho increase in loads over that designated as (normal in thetahi dated tables shall be perrrtitted for toad corottinetfons in allowable 8treeget design tASD). 4. " UpUVl" kie„1s have been increased 1.33 for wind load and no further incies ns are permitted. 5. Allowable loads noted in the Design Tables are for fasteners only. All framing members shall be designed in accordance with the requirements of their eppropdats design speaficstlons as references in the Codes. cL Load capacities in the Design Tables are valid for Southern Pine •.ith a Specific' Gravity of G = 0.55. if the connectors are meld on lesser grades or other types of wood than those specified in this report load capacities shell be ',regal] by /esiv re ceiusicdo s by a registered engineer. 7. Beams or headers supporting joists shall have the following minimum widths based or. nail sizes attaching the ccmneihots to the woocistructurei members. Nail Bel tOd 16cl lain. Widen of wood member 1,31 inches 1.46 inches 1.a' inches 8. Nails completely penetrating 2e. foists Of rafters shaft be clinched dcresword. 9_ The connectors have not peen evaluated for simultaneous loading oonc pions. 10. SI Liras conversions; 1 in..0 25.4 rani,, 1 tit; 4.5 N 11. A review of the dimensions shown in the Tables and Figures is outside the scope of this Legacy Evaluation Report. 6. SLITIS ANTfATiN' DATA E. i Mare/toiurer: deetvtpti'e literature, specification-a, mini order oertificatr , engineering draWnga, and installation ins-auctions. • WRCA Wire Rope Corporation of America, Inc., letter with krill order oertificatea. • Milt order certificates for steel used to fabricate HA4, LS, & MS straps, US. Steal Group. • Specification, fabrication washers, Alpine Construction Hardee-re. • U.S. Department of tabor, OSHA, Cent cat° for Wire Rees Ceelleeeailee a tMarktca.inc.,1i4inchdiar diameter wire 7x19, 90Na:tilted aircraft. x Me TeelCertificetes, Chung•Vico Rope Co. Ltd.. `rb_ 14, 2002_ 62 Test report on ward uplift reyis4enoe Quick Tie QTSB ;ender ASTM 01761 itsy scale wee tee. A. Norris Braivik, Professional Engineer, Report No- 98080803. August 22. 19 ?, 88. signed by A. Norris B sink. P.E 6.3 Test report for HA4 under ASTM D 1761, PSI Professional Services Mdustries, Inc., PSI Report No. 746.5(3100- 0(3415, October 21), 1996, signed by Jobe M. P:.1s;irr, P.F. 6.4 Engineering calculations prepared by A. Monis Bretvik, Professional Eng, ineer, signed and seated by A. Norris 3reivik, P.E. • Qurok -Ft QTS, dated 11/Seee8. • NM, dated 11(30(98. " tS & Series of Snaps, dared 11/30/08. • Load tables for HA4, LS and MS, signed, sealed, and doter, A. Noire BieStek, P.E.; 8T•d L06Z- Z138-3TB 61'd Ei7SG -EE2 -216 • ?read tales ter Quick Tie, rogned, std, earl risked tsy A. Norris Breivik, P.L., 2/24104 - e Welt Tio QT -1/4" series. el &T4. • Quick Tra QT -3/B" Series, 6/19R)2. a LS & MS Strap Table, G/1 . • heeS & HTS "(wilt Seaps,1(18/04 j OND1 Hold L3unrns, 6/ 13/OS. 5.5 Test report. 0-1000 adhesive, strut:erne tank on teeing under ASTM E 1512, 2000 psi oonixetS. CTt Ertginereirrg, Re o,t No. 41-107, .Acne 28. 'I 864, signer; and sealed by Chad Thompson, P.E. 6.6 Test retorts on Q- 1O00 edeesere, Str3lctts E tension and shear under ASTM E 488, 4000 psi concrete, Chad Thompson and M:W.:WEs Consulting Engineers, October 1989, signed and sealed by Chad L Thompson, P.E. 6.7 Test report on load tasting of QHD1 HWdde n Anchor under ASTiw D 1761, Alpine Consu ioton Hardware a Division of Atpirra Engineered Products, inc.. Report No. M1115.1, N wenlber 16, 't9'?9, signed by A. Nornr 8reivik, P.E. 6.8 Teat report on bending yield monerrt of; miise PSI Pittsburgh Testing laboratory Division, PSI No. 225- 70012 -001, March 17, 1598. signed by :Se;'ieppar). P.E. €?s Engine ering+ hula orissforCHOI,prepare:Il:yA.Morris Breavik, P.E., signed and seated 6/26!2000. 5.10 That reports on terisilri teeCng of tire, Pre : Teaur r,, Inc., signed by R.K. Prophet and C.R. Caudal, P.E.: • tie" Diameter 4;ire V.r.nd, sob `e. 02•4c434t. May 22, 2003. a 3,,e- teartnefer Wee Sitars, Job I'.io. Jd -4 /i 2 -A, Vey 22.2003. eatyssloo.ag•B a2aoaj dZ * :tO BO t0 JeW R d dET:ZO 90 TO JeW PAGE 'i7OF17 6 'it Test evert cn load tasting under ASTM D 1761. Product Testing, Inc„ signed by A.K. Prophet and C.R. Caudet, 6.11.1 01402, Hold Down, Job No. 01 -3541, November 13, 'i01. 6.11.2 il1TS12 Twist Strap, Job No. 04.4664, January al, 2004. $ ?'1.: H'TSt G Tarim Strap, skit) Nes. 04.045, Jaen cry 26, Meet. 6.15.4 NTS16 Trust Strap, Jab No. 0d -4655, January 26,2004. 7. CODE REFERENCES SrandardBudding -1999 Edition Section 103.7 Seotcn 1fj Section 1609 Chapter Chapter 19 Setteen 1914 Chapter 22 Chapter 23 ;nacho:': 23012 SScbat 23062 :f 3c10 230, Section 2308 S3cion2 C.t Alternate Matetiale and Methods Warm Loads Load Combinations Snucturel Tests and 1nt;peihons Concrete He ered3orsend3-IeadedStudAna is in Concrete Steel Wood W ;;. Construction - Design Other Fastenings Fleet,- Framing Vertical Framing ci ax Coi!ing Framing S ,CC,! S7s ^ r grit for Hiarrcane Consfructiont$+ SSTD 50-99 Section 141.4 Section 101.6 .2 Section 104 Chapter Sereeort 302.1 Section 3032.3 S :N:tt 305. Section 305.7 Section 307 Section 307.1.5 Sr dire 3172.6 Glapter 4 Resistant Re SidenUfl! Alternate Materials and Methods Design C'rancepis - ;admix Waits Design Criteria &iiir igs With Weed-Framed •nernr Walls Fasteners and Connecters Sill Plate to Foundation Anchorage Wall to Foundation Anchorage • Manaithic Stab -On -Grade Foundations Connections for Eteereer Walt Framing Holddown Connectors Reel Systems Connections - Rafter -Joist Systems roennectiore - Inez Framing Systems Combined Concrete, Masonry or ICF and Wood Exterior Wail Constnuction hmternalicnal One and Twe Femiy Dwelling .Code - 1998 Edition Section 106 femitice 301 Section 403 Onapter 5 Chapter 6 Table 602.3s Rapier S Alternate 3tlatetiels and Systems Design uiterla Footings Floors Watt Construction Fastener $chetfuie for Structure,! Members Roof- Cen'ig Construction Florida Building Cods 2001 - Buit6ng Sec n 103. Alternate Materials and Methods Section 1806 Section 1649 Crmepler 17 tier 19 Section 1514 131 'd Wind toads Load Combinations Structural Tests and inspections Co mSFie Headed Bons and Headed Stud Anchors in Concrete d06a- zee -a TS OZ'd CbS6 -6E2-216 Grapier 22 '&091 Chapter 23 Wood teecri.st2301.2 t ccdCorestrusrive- Leesieri Section 2306.2 Other Fastenings Seetion 2307 Floor Framing Section 2308 Vertical Framing Se-elite; tree Fic,of and CrAing Framing B. COie3Riu i TEE FINDING'S TIC S;br)t?r;a;.iru 'a ern Etreaireiree in retiew ce the tette. surm?i t r! finds that in their opinion, the Quick Tie Anchors aced Quick Connects its deao'- had in this report conform with or - f. suitable alternates to That specified in the Standerd Bcdrdiog Code*, Me SS:C/ Statxfagi fi :11i!rir.Htne Feaeheen feetedereike Canskucl i SSTD 10-99, the international One and Two Family Nivaing Cede, and the Florida. Building Coda 2001 • Building or Supplements thereto. 5. LIMITATIONS 9.1 This Legacy Evaluation Report and the installation MetP1Oemss. when n;rtired by tee cede official. shall be submitted at the time of permit application. 9.2 The system shat he installed t:, centreciors trained and licensed by Quick Tie Products, Inc, 9.3 Den toads on the Quick Tie #rrc ort and Q :tires Connectors share be determined in accordance with Chapter to of the Steede;d 8u40;19 Ccdele 9.4 Framing members {wood, masonry, concrete. steei, ale-) connected wIth the Quits lie Anchors and Quit Connectors shall be designed in accordance with the recreirements of their t iN'irYtpertle deeteri epreefirat'cns air referenced in the Code. 9.5 Loads applied strait not exceed Mose rec erinterered by the manufacturer as shown in Section 4.3. 9.6 When usi-i3 S,STD 10-93, the design toads listed it the standard shall not exceed those recommended by the manufacturer as al(Ai', in Section 42. 9.7 Each package of Quick Tie Anchors cot nponenrs and Quick r:nerors shall careen the marntfstcturiir's instaRetion instructions. 9.8 Cult Tie Ar,t3more and Quick Connectors that are Cued tia-ectly to weather or subject to Salt corrosion In 4oestat areas, as detenmini by the teeat building official. shall be galvanized in accordance with 302.1.3 of SSTO 10-99. 2.9 Quick Tie Anchore shall not beirreeliedin grouted masonry hotels or band beams. Quick Tie Anchors may be installed In fanned concrete lintels or hand Imams arts used as part of a masonry wall. The concrete lintels or band beams shalt hatearninirnumeamprossiesserength De gln loads for the anchors shall be as noted in tftir report 10. IDENTIFICATION Each package of Quick Tie Anchors and Quick. Connectors coveted by this report shall be lettered with tie rnenuieeture*'s name anteor trademark, the SSCCI Public Safety Testing and Evr hratiCn Services tans. Seal or i eietc (SSCC° PST 8 ESt), and the number of this report for held identification. 11. PERIOD OF ISSUANCE SEE THE CURRENT EVALUATION REPORT INDEX FOR STATUS OF THIS LEGACY EVALUATION REPORT. ref inforrneteen on this report contact: Michael P. O'Aeardon, P.E.: 600 more_eiden Qitoe-esese a..t s4sMooJQ • $ a2Joaa Rwu dS, :10 SD TO .ieW deT :20 90 i0 .leW ; -2006 16:57 DEPT. OF BUILDING SAFETY 912 201 4301 P.01/17 CI ATIIAW1 COUNTY DEPARTMENT OF BUILDING SAFETY & REGULATORY SERVICES P. O. BOX 8161 SAVANNAH, GEORGIA 31412 912 -201 -4300 facsimile TRANSMITTAL Fax: -tea "°C 3`l From: '4t4 c s.so..t Date: 3 -15- —c>a Pages: 17 Re: ) 11 Q `fir t 11 Comments: MAR -15 -2006 16:58 CHATHAM COUNTY 9B(. P.01 CIPHERS"' architects and planners 22 East Liberty Street, Savannah, Georgia 31401 PH. 912 -233 -9968 FAX 912- 233 -9543 DATE: PEOJECT: PPOJECT SCALE: 3/1/2006 1:32:37 PM PEOVIDE DLOCKING DETWEEN F'LOOE JOIST (NOV SHOWN) PIIWALL 4 -HOL1E &E17 ( LL #U490, NON -LOAD REAPING) TYPICAL WALL A55EMDLYEA. 5IDE OF FII:EWALIL ASSEMDLY 20 WOOD 511125 ©16" O.C. W/ I/ 2" GYP DD. ON INTEPIOP 5112E W/ P- 1313ATT IN5LLATION TYPICAL FLOO1: A55MI3LY 1- 14" OPEN WED JOISTS @ 16" 0.6 W/ 3/ 4" DECKING awn a SCREWED 12" CMU WALL @ TENANT 5EPA1?A110N rI��WA.� 4-HOLE I?A1";2 A55NMI3LY SCALE: " - I' -0" GYPSUM DRYWALL GA- 600 -'"103 FIRE RESISTANCE DESIGN vANUAL Fl RE RESISTANCE DESIGN MANUAL GYPSUM ASSOCIATION • SPUU: CONTROL O cn GYPSUM SYSTEMS N Dp v o N � w 2 AREA SEPARATION WALLS (PARTY /FIRE WALLS) Fire - resistance rated gypsum board systems (solid and cavity types) can serve as area separation walls (also known as party walls or fire walls) between adjacent wood frame and steel frame dwelling units such as townhouses, condomini- ums, and apartments; and in com- mercial and institutional buildings. These walls are erected one floor at a time, beginning at the foundation and continuing up to or through the roof. At intermediate floors metal floor /ceiling track shall be installed back -to -back to secure the top of the lower section of the partition to the bottom of the next section being installed. At intermediate floors and other specified locations the area separa- tion walls shall be attached to adja- cent wood or steel framing on each side with aluminum clips that soften when exposed to fire (Figure 4). If one side of the structure becomes involved in a fire, the clips on the fire side allow collapse of the structure on that side. The clips on the other side support the area separation wall keeping it in place, thereby pro- tecting the adjacent structure. Con- sult gypsum board manufacturer for clip detail, placement, and height limitations. Roof Aluminum Clips Gypsum Board Ceiling Aluminum Clips Gypsum Board Ceilings and WaNs Roof Trusses Area Separation Wall (Party/Fire Wall) Fire Blocks Floor Joists or Trusses Slab or Foundation Figure 4 Typical Gypsum Board Area Separation Wall Construction FLOOR - CEILING AND ROOF - CEILING SYSTEMS Floor - ceiling and roof - ceiling systems tested and classified are required to be a minimum of 180 square feet in area with their short- est edge dimension not less than 12 feet. The system is required to sus- tain the design load throughout the test and not permit the passage of either flame or hot gases capable of igniting cotton waste. Surface tem- peratures on the unexposed side of the test specimen are measured at a minimum of nine locations. The average temperature of the unex- posed surface is not permitted to in- crease more than 250 °F above am- bient nor is any individual thermo- couple permitted to rise more than 325 °F above ambient. Ceiling Openings Many fire - resistance rated floor - ceiling systems have been tested with openings through the ceiling membrane for air ducts, electrical outlets, and lighting fixtures. Building codes permit air duct openings in most ceiling systems when the air duct openings are pro- tected with approved ceiling dampers and permit unprotected electrical outlet openings such as 16 square inch outlet boxes that are approved for use in fire - resistance rated systems. The aggregate area of all such openings shall not ex- ceed 100 square inches for any 100 square feet of ceiling area unless otherwise approved. Many approved recessed light- ing fixtures require special protec- tion. Consult the fire test report or listing for the specific system for protection details and the opening area limitation. a -. Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island,, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No 0(0 - 0 514 Date Requested: 03'-20-0(.a Owner's Name: Date Needed: 03' / - 0 Gen. Contractor: -, c �C2)' eD A S 4'. Subcontractor: Contact Number: CkycV" (.0 3 1- 3 3 6 0 Location: Lo A P v, ` Q 'PI. Date of Inspection: Q ' c2° — 0 4 Type of Inspection: Comments: jnsnertnr' TimP of Inspection: -C.D rs< DATE ISSUED: 03 -16 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - DUPLEX 6 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3631 P $8,030.00 $326,000.00 PERMIT #: 060154 TOTAL BALANCE DUE: $8,030.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT t -A4e `I;UA� PIa�G Location30 -1e44... es- k.o T ILut -r v4 i4D,D NAME ADDRESS PIN # RECEIVED _►i -l� -mss TELEPHONE O w n e r T o r - K e r r - C D a S i o h i c J 3DI C4 Zt Aet. `' (..i) r - e)rrArD,J, C4 Architect or Engineer a04,,,.., stii 4 (o LAST L, ew4t- J A A4( (s u ■ 233 `f3 Z3 3 -9 51/3 FAA, Building Contractor r (Check all that apply) ❑ New Construction 15 Duplex Residential ❑ Footprint Changes ❑ Other Estimated cost of Construction: $ Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: ❑ Renovation ❑ Single Family ❑ Commercial ❑ Repairs 3Z(QFo0o�'' 1 (Enter appropriate number) (4) Masonry (6) Other (please specify) (5) Steel & Masonry ❑ Minor Addition ❑ Substantial Addition ❑ Multi- Family ❑ Demolition ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan: # Units 1. # Bedrooms 3 all T # Bathrooms 2 Vt.. 1ei+- tw 7 Lot Area 7o'X Living space (total sq. ft.) 3(0%1 # Off- street parking spaces Z p,,,.-U a ' 1 Trees locate4 & listeAl on site plan 0-- Access: U, P clue Driveway -71- (ft.) With culvert? With swale? Setbacks: Front 10 Rear 1,0 Sides (L) Lo (R) /0 # Stories Z Height 3 t; Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through ��..+. On -site waste and debris containers will provided by C Construction debris will be disposed by t (1pr_,,11by means of D. ,6,..k4.4- 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 adversel affected. I accept responsibility for any corrective action that may hP nip °° at ge impaired by this J .rt Se r AAa p. permitted construction. 1 Date: .` -p .. 14, 1- eti Note: A permit normally takk The following is to be comply Zoning certification Approved rezoning/variance? Street address and number: N( Is it in compliance with City r If not, has street name and/or i FEMA Certification attached State Energy Code Affidavit a 3 63! L 0-r (6 Zone lo-A4 Utilities and Public Works: Describe any unusual findings) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager 6�a-t�r Signature S yfic e'''` w%fh Date Z -Z -oL _o5- v dnc'n Sradtf FEES Permit /3 O. Inspections $'t Water Tap itlErb /I TY Sewer Stub 91 Aid to Coast. ‘.36,31 '3 Drunk 404 TOTAL t)3° EICHHOLZ & ASSOCIATES CO CV N .--1 CV : ti 1 RECEIVED il Fr Mr 01/. e too.) PO' N 18{'450 0 £ --- Epl 61Ai 1 04.lJd 1! w 161 7,040 eon. au .. 191 STATE OF GU:MOM tf0111/41COWTIT RECOMBIHAIMON PLAT OF LOTS 1 WARD 1, TYREE ISLAND. GEORG1 FOR AVERT 11. MU tow 010 or 180 WAWA- NOTES: 1. Pim 1-21 W 072 0* 4!NM90R 1 ,L HAZE A t7' 111)9 AID SU GET0,04 IRE 0110 ORMI.Ct AIp mow L09nitres 73 1•101• 0 0400140•16 ee nor 123164 m01 C cow 0/17/'4, MI5 911 0 LOCATED a R1 9-11 ROM ME 3. 101. TAT COACAS MK 0/r Nf -ems 947 mixes NO1[0 011714*L FiFiii AVENUE 60 RAW ( NOT OPEN ) T` 41,'44 T —at60' of RUM TM" 'MI 1 I fd Ed ;I El 179 7• •f. 010 w. 179 r •INK • 11l1.71Y .1LIF PRIVATE ROAjD 044 B 9 T 1 178 TIC 0111140 +AK uc s woofr — OD' 11T W 1d Jr 4 REFERENCE% 4. MED BOOKS R¢4-17Aa 06. a OYU Mg V& 1. MAT OT 1112LE HAM 55 MCI AVCOT DAMS, 7420/2. 3. MAT DT 9Q Pti'RITY 07 08E 0: 0 00475L 611. R15. 2* WM 0/71/17. 460,00' fad OIWIASE i1UVi ciaosfl I _ 1 175 I I'S 11P R 1.75 e040 7.e .11/71 �r �77 I ▪ D 6. i 151 151 016 m• _1_ 141 480.00' J w 1164.11.47 152 152 dr qR E ▪ 74 El70ef0 0.17001 L1K• b� jl 157 & 174 -181. OA1E OF 9LRVET: MAY 30. MAYO OATE OF PUTT: MAY So, 2076 SCALE V'3d 9- f 19 BERT SWE T. d1- TAM SLENVAITC, P.C. w woo SAW zvRWWL GA. MOD A111007 -04111 of a s dl 154 • - i nn Ii plI L 1dI7n1 J J 11007 1407 ewe V MILLER AVENUE 80 RAY J.n A"vcit Gride1lco.lnolese. C'e tare. i neras mud, be. nnc2I- Wtor 1v alt- a There- u3 AN C rocAios e w C�41 -WA. en watt-. yi a tagrAR t4 Fkd:n1>nE_e.. (1404- FWD 11 0.210 oat I 0004 0.04: P.M 10T11t 551901 BRERd09 ik 441 td 1111220220 OUT/ S 19'45.00! W APPROVED BY TYKE ISLAND ZONING AO#IIIWIISTRATOR e'�tr1. f.11.&._ d., 3008 000447 A'1/ISTRAN:a APPRO O EIY I Yo CITY OF TY6Fi IS AND WE 1/ A T CLERK OF 1114-0•5'1 4 (� 4 2003 L- 2005