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HomeMy Public PortalAbout06-0156 Rocker Construction_1of2CITY 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 #: 060156 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 8 VILLAGE PL A APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 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 #: 060156 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 8 VILLAGE PL B APPROVED BY: 6,74.d6A44pert.../ 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 30 -DAY TEMPORARY DATE COMPLETED: 06/11/07 This Certificate issued pursuant to the requirements of the Standahl Bung Code Certifying that at the time of issuance this structure was in cWiplia alvith the various ordinances of the Jurisdiction regulating buititng PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME 0601 G,JM IEX RG KERCONS R CTION AA1 CA EATONTON GA 00000 CONTAG1 SiTRE I' ADDRESS x CONTACT CITY.ST ZIP GE WAY 8 VILLAGE PL A APPROVED BY: 30 -DAY TEMPORARY CERTIFICATE OF OCCUPANCY The swale /ditch on the west side needs to be completed the full length of the project. W/S will check the cleanout and water meter corrections. W/S will check irrigation and fountain metering and backflow. As- builts and the final plat need to be checked to assure easements for improvements installed to date serve their intended purpose. Although there is a bond in place for correcting the small amount of broken curb that can be corrected within a year, the GC was asked to consider repairing this curb when concrete is ordered for Captain's Watch. Plats to be recorded for the subdivision and all lots. 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 NAP O' Gen. Contractor Contact Nilo) her Location Inspector Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-45/3 extension 114 Fax: (912) 786-9539 Date Requested Date Ne‘eded Siihrontractor -7_ 2,4 7',1667 //&-fe rAce,sohx) Type of Inspection po6 4.7 Date of Inspection c,2 cx..) AA r- C A 7-- Pass Fail 1LAJJ2 cIpHEIS DESIGN C9 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 PD 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 Service. Call with any questions. mcerely Sande , Pres' ' n Design C6VMpi Co, fRe a�' c pciAtz ALaeliNix6C Q b- l2 -0'1 FORTi CEL Warranty Coastal Environmental Services, Warranty ID: 9369 , Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 8A 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 FORTi CEEL 1 Warranty Coastal Environmental Services, Warranty ID: 9377 , Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 8B 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 ELEVATION CERTIFICATF Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name ROCKER DEVELOPMENT, LLC A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 8A VILLAGE PLACE OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Policy Number 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 153 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. N32 -00 -45 Long. W80 -50 -41 A6. Attach at least 2 photographs of the building if the Certificate is being used 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) 853 sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b 485 RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. 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 he Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined El Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 El NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 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 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 Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 7.1 E feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 16.9 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N /A. ❑ feet El meters (Puerto Rico only) d) Attached garage (top of slab) N /A. ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 12.8 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 6.7 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 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 , SUUTE 304 City POOLER State GA ZIP Code 31322 Signature XIL� Date 06/05/2007 Telephone 912 - 330 -0026 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Si and /or Bldg. No.) or P.O. Route and Box No. 8A VILLAGE PLACE For Insurance Company Use: 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 NUMBER 060008 NOTE C2 E) HEAT PUMP Signature SECTION E Date 4,0 -15' /p / ❑ Check here if attachments U LDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items 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 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. 8A 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 ry f�l i RIGHT { 10°11 II LEFT J.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. 8B 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 153 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N32 -00 -45 Long. W80 -50 -40 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. 1005sq ft 600 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 TYBEE ISLAND 135164 0001 -0002 B2. County Name CHATHAM B3. State GEORGIA B4. Map /Panel Number 135164 -0001 B5. Suffix C B6. FIRM Index Date 06/17/1986 B7. FIRM Panel Effective /Revised Date 06/17/1986 B8. Flood Zone(s) A8 B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 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)? Designation Date ❑ CBRS ❑ OPA ❑Yes ®No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR /AO. Complete Items C2.a -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) 7.1 16.9 N /A. N /A. 13.2 Check the measurement used. ® feet ® feet ❑ feet ❑ feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) El meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 6.7 ® 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. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® 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 ; , 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 continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, SL and /or Bldg. No.) or P.O. Route and Box No. 8B VILLAGE PLACE For Insurance Company Use: 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 NUMBER 060008 NOTE C2 E) HEAT PUMP Signature Date 7 ❑ Check here if attachments SECTION E G 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. ILD SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. El 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 Community Name Title 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. 8B 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. RIGHT FRONT LEFT 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 WARD EDWARDS © ENGINEERING • PLANNING • SCIENCE • SURVEYING R CEL •O td; s:J U1002 pal 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 '0' 2/24/2007 '0' 2/24/2007 '0' 2/24 /2007 '0' 3/16/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 3/19/2008 '0' 1 VILLAGE PL A & 2VILLAGE PL A & B 3IVILLAGE PL A & B 4 VILLAGE PL A & B 5 VILLAGE PL A & B 6 VILLAGE PL A & 7 VILLAGE PL A & 8 VILLAGE PL A & B VILLAGE PL- FOUNTAIN 05/24/2007 12:07 FAX 91233000'R WARD EDWARDS May 24, 2007 Mr. Walter Rocker III Rocker Development, LLC 1006 Hwy 80 East, Suite D Tybee Island, Ga. 31328 Mr. Rocker, BARD EDWARDS ENGINEERING • PLANNING • SCIENCE • SURVEYING RECEIVED PY Q002 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 1060155 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 '0' 2/24/2007 'O' 2/24/2007 '0' 2/24/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 1 VILLAGE PL 2 VILLAGE PL 3 VILLAGE PL 4 VILLAGE PL 5 VILLAGE FL 6 VILLAGE PL 7 VILLAGE PL 8 VILLAGE PL A &B A &B A &B A &B A &B A & B A &B A &B Permit Mn. Ownpr' Name Inspection Report City of Fybee Island 403 Butler Avenue P.O. Box 2.749 Piebee Island, GA 31320 Phone: (912) 786- 4573 extension 114 Fax: (912) 786-9539 (o 0 S 5, contr...-,f-tor 1\ t_ LQj D (1 S. Contact Number Location . Date of inspection _ TypP nf inspector -CTra 1 Date Regilected Date Needed Subcontractor 03-04 c)-? c Y - q + \■/11(,), 3/:?T 07 lime (-10'0A-in r a Inspector Inspection Report City ot Tybee Island 41)3 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 186-4573 extension 114 Fax: (912) 786-9539 Permit No. 0(n- 0 S Date Requested Owner's Name Date Needed 03-o Gen. ContractoR c_VA,„.3- @,)/Is4 . subcontractor Contact Number 5-9 - (-4 Location Date of Inspection 3 _t_ pe of Inspection ;f1,5-f ec.4- ,) C Q‘ e le Time r 3J51, -Cr a rj \ 4baillIAM•004/4k5 Inspector ekc 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 8 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3389 P $7,764.00 PROJECT VALUATION $305,000.00 REINSPECTION FEE ( #2) NAIL PATTERN $30 X 2 TOTAL BALANCE DUE: PERMIT #: 060156 1 $ 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 Buder Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786 -5737 www.cityoftybee.org Dec 12 06 11:35a MARK DOSWELL 812- 897 -6932 p.1 BOSWEL.L. DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 897 — 6932 LAHOOS@fCLLSOUTH./VET December 12.2006 To: Mr. Dec Anderson Zoning Administrator Tybcc Island, Georgia 31 328 From: Mark Boswell Re: Walt Rocker Project Miller Avenue Subdivision Corner of Miller Ave. and Hwy SO Tybcc Island, Georgia Dee, RECEIVED 12(2 -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, %Y]aal / Mark Boswell Qb- 0102- 0b -0 03 c 0- 0099 Cjb - 0 1 0 0 Oto -e7 ' S3 0 -0i5� Oco•OISS 0to -01S(o DEC -12 -2006 11:48 912 897 6932 95% P.01 (Th Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Iybee Island, GA 31328 Phone: (91)) 786-4573 extension 114 Fax: (912) 786-9539 Permit No. L0C I C Owner's Name Gen. Contractor Cohtact N umber Location r n (la Date Requested Date Needed Subcontractor cg A •Date of Inspection Type of Inspection Vitt° ?L • Time r, /" f. Inspector D LAJ ****** * * * * * **** —COMM, JRNAL— ****** * * * * * * * *IQ1*** DATE OCT -17 -21 * * * ** TIME 10:19 * * * * ** MODE = MEMORY TRANSMISSION FILE NO. =788 START= OCT -17 10:18 END= OCT -17 10:19 STN COMM. ONE — TOUCH/ STATION NAME/EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK s 4439877 001/001 00 :00 :20 —CITY OF TYBEE ISL. ** * *** * *** * **** * * * * * ***** * * * * * *** * —CITY OF TYBEE — * **** — 912 786 9539— ******* ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 93537 Phone 912 - 443 -5063 i4+4 3 -$$477 tD( • 0102 - Location Address: 1 A V: t Lap_ ? f . Lot #- Release Date: 10 1 ')-0 (o -t eOlt. pOW Lr Type of Release: Temporary 1/ Permanent Subd Name: Electrician: /Il . L. Sj Q.Y., Electrician Phone Number: 352- 0110 Owner/Builder :{ 0 G k - IP 0,-10? w,ai„ - LL 8 Phone Number: (ti 0(o (1, -6? D'`j J a rrwa re_A easo -CO r- 13 V:IIa AI. (40--A V:I\a C PI. 2-A \1:11019 ,1)1. (D-B 2-B V :IIas Pi. 7.-A V :itase `P(. 3 -A 1r:Ilq `PI. 7 -3 1/4/;t(a5e. PL (' -A V:i(a3e P(. 4 -A V l(a 1L U V1(a � 5 c - a V.11 a ge>p(. 5 -A V :Itay..1)1. >ate: hate: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4513 extension 114 Fax: (912) 786 -9539 Permit No. n G, - 3 I S- (n Owner's Name Gen. Contractor ° L L o ^ Date Requested C q r Z 0- 9- l -0 co M,L 5t�ar. Date Needed Subcontractor i "VG� Contact N umber f '^ Location (Q ('1L Y/ ca Date of Inspection Time Inspector '�--— Type of Inspection P• DL & 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. D to 3 ( c, Date Requested: 0 ti -1?-3 c° Owner's Name: Date Needed: 0 - g Gen. Contractor: c \Co" eon 5 +, Subcontractor: Contact Number:�J4-c ( o S 1{O` Location: u A + v , t\ 9 R- Date of Inspection: 7 /$ Type of Inspection: 7 e r' Spe 1 1 Comments: Inspector: J - Time of Inspection: Inspection Report City of Tybee Island 403 Butter Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No. 0 Co ° D 1 S co Date Requested: 0 1 1 - 1 L 4 - 0 ( - 0 Owner's Name: Date Needed: 0 - 1 7 0 co Gen. Contractor: - C.L ..3- Co i• 3 41 Subcontractor: Contact Number: Location: ( 7 '1 0) 59 9 A \/:1(C20 Date of Inspection: 7/1 ?J Type of Iri nectiorr Comments: Inspector: �,, S.�IO . Dn- Time of Inspection: 0(N cA -Cre(,)G (1 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. Dln - 01 5(.0 Date Requested: C) fl - I I - 0 Co Owner's Name: n Date Needed: 0.1-/-2-- c� Gen.. Contractor: li c k62-r (2 s �' , Subcontractor: contact Number_ Cr1`l3) 59t,- FL-145 Location: A +'g V. 0 0 9b R i. Date of Inspection: 7/?' Type of Ins ions Comments: WAW -+- r a vv, C �� ,, ► �� !~rcy 416141 -edr‘ d ockluw er icrs fxx Rprr. , frc, cc - '1%\FJ- 124- )coc 5 Pc 6o 4.9 31/ s Inspector: TT ro.Jck ? 6 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. Date Requested: 7//2/C6 Owner's Name: Date Needed: 7// 2 //( Gem Contractor: ICS c k (,e Subcontractor: Contact Number: Location: 9 A /9/ /4 6 c PL Date of Inspection: 7//z/6( Type of Inspection: (-4} Comments: Inspector: �' /l F� J �- y rrT -)/ C. 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. ek -- Date Requested: 74 46 Owner's Name: Date Needed: x////66 Gen. Contractor: <Rt Subcontractor: Contact Number: Location: (5) fl f R Date of Inspection: 7/4 C Comments: Inspector: Type of Inspection: FC,J c rJ£?grli/c,.NS Iv L 41Cg4L ,2�7C(7,,u41 7o3 " 74o Time of Inspection: 1030 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: 706-9539 Permit No. %- O/ ccp -Date Requested: () s-- 3 0-0 Owner's Name: Date Needed: Gen, Contractor: 7? L /er ..)^ 3 +. Subcontractor: Contact Number: .7, -) L.)) ,y (O - 8 '719 Location: ? A t / I f Q cieJ P1. I - V �/ VI Date of Inspection: Type of Inspection: re. ✓) ca, L Comments: 5.)h O n 0,/ 4- r7. N fO..J Inspector: 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 8 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3389 P $7,764.00 PROJECT VALUATION $305,000.00 REINSPECTION FEE ( #2) NAIL PATTERN $30 X 2 PERMIT #: 060156 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 .,yti - -1 g-;C \'Yi ,;_v -- ._. , ..•,l'i,o iJ ' 't 1th:. +i� 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. (') j p 0I c Date Requested: V ��' 5- 0 Owner's Name: li J c-�" Gen. Contractor: C . Contact Number: Location: Date of Inspection: Comments: Inspector: Date Needed: o Subcontractor: C-1 5960-8yg? vHlocpLJ —1)(. )L, pc, Type of Inspection: nQ'� 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 # PROJECT VALUATION REINSPECTION FEE NAIL PATTERN $30 X 2 CITY OF TYBEE ISLAND REINSPECTION FEE NEW RESIDENTIAL BLDG - DUPLEX 8 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3389 P $7,704.00 $305,000.00 TOTAL BALANCE DUE: PERMIT #: 060156 $ 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. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 7 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. V(o- J IS (, Date Requested: r) s- L a co owner's Name: Date Needed: Caen. Contractor: C ,0 s subcontractor: Contact Number: ---P) J 4 z km ( 7"1 O) 59 (0 - `-t Li- I Location: A+R 'Lila QC, PI, !„ Date of Inspection: 5 . a,X' - 6 1 Type of Inspection: 7 e ^ 5 i)-p c r Q : ■ pia 4- r►"• Comments: Inspector 6 42...i WO Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 7749 Tybee Island,' GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. at"- 0! S(,p Owner's Name: Date Requested: Date Needed: Gen. Contractor: (' - s . Subcontractors Contact Number: !J,)4C k ( 7 1 01 J Location: A + V , (, ;n -27 -. ( S • 2 Date of Inspection: 5 ` ' 3 "Of Type of Insp tion: 0 0 ' 1 Del - '.l- J r/m Comments: �0 it I rX s k'. fikl tL ior -0 e1, F S , " 1 T') 5 1,1- T ncpecto r• Time of Inspection: i Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 7 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No O‘ '`OR Date Requested: Owner's Name: Date Needed: ~ /7) /. p Gen. Contractor: ti,,e Subcontractor: Contact Number: Location: L I) ' i' " ./1 f ,' Date of Inspection: (- Type of Inspection: ` Comments: Inspector • 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 O D - o i .J Date Requested: Owner's Name: Date Needed: Y/01 e 70 6 Gen. Contractor: ((mac kf ,12 V' Subcontractor: Contact Number: Location: g) fl It 2 /6.9F 6)L Date of Inspection: 7/r /c. /n 6 Type of Inspection: F 0) %o Comments: 02 41 L & T hi !) f%C -S /4/c c"( P/15-S Inspector: 7C)/} Time of Inspection: Inspection Report City of Tybee Island 403 Butler'4venne }1A_O. Box 2 749 Tybee Island, GA 313.28 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. (/, – ()/ (� Owner's Name: — Gen. Contractor:/- , Contact Number: Date Requested: Date Needed: // e// �- Subcontractor: Location: - ) Date of Inspection: V/6- ' 4 Type of Inspection: Comments: T nsperto r: Time of Inspection: D C Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 785 -9539 Permit No DO -31 S L Date Requested: DL l - I n - Owner's Name: 1< a Gen. Contractor: C ,v-, s4', Contact Number: C h j Date Needed: O H - (i - 0 b Subcontractor: ((3!- 33 ?c, Location: Date of Inspection: 9 " (1, O G Type of Inspection: Comments: (IA plroo - ea s.SFd) c0 ' Inspector: ( Ll Time of Inspection. Ce,nSe I s b 0 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(0 -Oi S cp Date Requested: 0(0 -0 Owner's Name: Date Needed: (T L-} 0 % - 0 (c, Gen. Contractor: r+ S A} . Subcontractor: Contact Number: C c (L Location: A + 3 V Date of Inspection: 1.7 - bt Comments: Inspector: � pr 31- 33&c Type of Inspection: P-7L- 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, DC- t.) 15(e) Owner's Name: ren, Contractor: 0 S+' Date Requested: 04-0L1 -0(c) Date Needed: DLI - 0 S L subcontractor: I ,r !, . ^ 3- (0-94-14q Contact Number: J ( —7 J) 5 9 Location: 4 1-2 VR i\ o Q-eJ U Date of Inspection: 1 ' 5 `0‘ Comments: Type of Inspection: 44 und.s.f slab r J,.)ch '^ 7(2Z Inspector: Time of Inspection: 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_ 7116 -9539 Permit No. Ob- Di Sco Owner's Name: Gen. Contractor: Lk pY Date Requested: 03-22--0(e, Date Needed: Subcontractor: O3 -Z3 -o Contact Number: OkJCk IrIorr.So eTh (p31-33?O Location: C � - ? \. i i d .e , Date of Inspection: Type of Inspection: c,SS Comments: Inspector: 7tD Time of Inspection: Building Projects Selection 030140 040447 010150 020140 060102 060103 060099 060100 060153 060154 060155 060156 AMERICAN LEGION POST 154 AMERICAN LEGION POST 154 CAGLE BILL &JOAN COASTAL LIVING ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION 3/06/2003 4/27!2005 11/24/2001 10/02/2002 2/24/2007 2/24/2007 2/24/2007 2/24/2007 3/16/2007 3/16/2007 3/16/2007 3/16/2007 VETERANS DRIVE VETERANS DRIVE VETERANS DRIVE VETERANS DRIVE VILLAGE PL 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 A &B CONST CONST ACCBLDG ACCBLDG CONST CONST CONST CONST CONST CONST CONST CONST 40-1pH E DESIGN Co architecture and planning [7 L C!EBV 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 "LUUS ruts rtcolo imnt.,c i.nn i Vrl. FIRE RESISTANCE RATINGS - ANSUUL 263 (BXUV) Design No. U434 Bearing Wall Rating — I HR MINININM:11111 0 FIRE RESISTANCE RATINGS - ANSIM. 263 (BXUV) ypsum Board (CKNX) Category for names of Classified Companies. 5. Me Lath — - Paper backed small diamond mesh, expanded steel, rain Ib /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 flat .. • 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 • ting 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 ' • with sity of 3.0 lb /ft3. U S GREENFIBER,L L C — Cocoon Lion. SB. Fiber, Sprayed* — an alternate to Batts an Item 8A - Spray ap • cellulose insulation ma applied with wa • to interior surfaces in accord Iron instructi• supplied with the product. Applied the enclosed . vity. Minimum dry density of 4.3 poun NU- / / L CO INC —Cellulose Insulation 9. Joint Ta and Compound — - Vinyl or casein, dry or p applied in two coats to joints and screw heads pe 2 in wide embedded in fist layer of compound ov of gypsum wallboard. the UL Y .... - (Optional) - Placed ' butt material Max thi 1. Y. Y1 .� tegory • 1 o coats: o5- 1 /2cuftof lime to 6 cu ft of stud cavities. Any g the UL Classification 3-1/2 in. .r names of Classified Compj o Batts and Blankets (Item 8) — terial. The fiber is applied with vity in accordance with the product. Nominal dry den• ilized cellulose insub- Blankets (Item 8) and . The fiber is with the applica- completely fill per cubic ft. ' ed joint orated HO TAL SECTION • Design No. U435 Assembly Rating — 3 Hr or 4 Hr (See Item 4) Nonbearing Wall . CEILING TiCAL SEC ON 1. Floor Ceiling R min 1-1/4 in. legs, bare metal thickn steel Attached to greater than 24 ' 2. Steel Studs — min No. 20 20 GSG (0.036 cold formed, p the current edi Steel Structural design details including the steel stud d,' all ap licable exce 24 in. — - Channel- shaped, ricated from min No. 20 steel or No. 20 MSG (0. oor and ceiling with steel O.C. orrosion protected steel studs, 0.0329 in., min bare metal thi thick) galvanized steel or No. 20 ad steel. Studs shall be d n of the Specification for the embers by the American Iron an sing the structural integrity of design load of the studs, shall be and /or producer and shall meet code agencies. The max stud spa C. Studs attached to floor and 3-1/2 in. wide with (0.0329 in. min in. thick) galvanized spaced not I..;; in. long Type 12 steel screws on both sides of stu 3. Lateral Supp . Members — - (Not shown) - Where eral support . studs, support inay be provided by m straps clwim: , or other similar means as specified in particular stee tud wall system. 4. Gypsum Board* — - Any 5/8 in. thick gypsum w IM Classification Marking as to Fire Resistance. Applied v with joints fastened to studs with 1 in. long Type 5-12 steel spaced 12 in. O.C. 3-1/2 in. wide, steel or min No. (0.033 in. thick) accordance with of Cold - Formed I Institute. All wall assembly, specified of shall not ers with 1/2 for lat- of steel design of a b .. . . -. ' the 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 6 m le y id 2005 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS - ANSUUL 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. 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 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 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 /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, ProRoc Type C. BPS 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, IPC -AR. USG MEXICO S A DE C V —Types C, IP -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, 4111e FIRE RESISTANCE RATINGS - ANSWL 263 (BXUV) 849 ULTRACODE SHC or ULTRACODE WRC. USG MEXICO S A DE C V —Type IP -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 4. Steel Truss Members — Fa designed in accordance with tion, and Erection of Stru American Institute of Steel Co between the steel studs and sum wallboard. All connections accordance with the AISC s member shall be 3.75 plf. 5. Gypsum, Wallboard* — For thick, 4 ft wide wallboard be applied vertically with 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 l-Ir Ratin with square or joints cen horizontally. tapping s layer with 1 fastened to Type S, and secon screws 1 each be stagg side of s 24' © � 24'� fit r ill. -.E 0 0 0 0 00 �0 ALTERNATE CEILING DETAIL Or 17i'0 0 1! ©J a ttt�0�jl!'�" . 0 0 1-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 'ca wi Cha ted th a.: to • I I. • •.. FLOOR in. deep, with 1/4 M. 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- 1 for Buildings published by the ction. Truss members to be located members may not contact the gyp- hall be riveted, welded or bolted in lions. The min weight of structural sq is n with also s� f board on oppos be spaced e outer la ting — Two layers of 3/4 in. re or tapered edges. Inner layers to cen over studs. Outer layers may tally. irst layer fastened to studs with in g s screws. Second layer fastened 2 -1/4 long, Type S, self- tapping secured • the first layer with 1 -1/2 m. screws ...ted midway between each o each .. rd and spaced 24 in. OC. to be sta; • • red 24 in. from the joints ite side o tuds. The Type S, self - 24 in. OC or the inner layers of wall- yer and 3/8 from the edge of the YPSUM COMPANY — t.. IP -X3, ULTRACODE, E SHC or ULTRACODE ' C. TES GYPSUM CO —Type t' -X3, ULTRACODE, II II 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 ap 'lied vertically with over studs. Outer layer may be app • • . vertically or t layer fastened to studs with 1 in. I g, Type S, self - ws. Second layer fastened to studs .. I ugh the first /8 in. long, Type S, self - tapping steel sc . ws. Third layer tuds through first 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. t... . to 24 in from the joints in the layer below and on .pposite ds. The Type S, self- tapping steel screws to be spas 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 # 0521 Butch: Gary Sanders, AIA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 tico, RECEIVED o 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. ,—Sin1rely, Jafiet M. Lewis Vice President for Ciphers Design Co JL; blp I H.1111 IL 60103 060099 060100 060153 060154 060155 060156 IJ Fli HI} EF. i -i itl' -TFI! ILTIIr N N N N N N N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION Et,96- 6E2-0T6 2/24/2007 '0' 2/24/2007 '0' 2/24/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 1 ....ILL43E PL _ E COrJ'..T 2 3 4 5 6 7 8 VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL Rwu A &B A &B A &B A &B A &B A &B A &B CONST CONST CONST CONST CONST CONST CONST eTS :TT 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: Frorn: 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 1.d EfrS6- 662 -21 6 Rwd eIS :IT 90 aa JeW IPHERS 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 -1-06 Pages: (incl. cover) 18 Re: Ciphers Project 41: 0521 Village at Tybee Remarks: Please call with any questions. Thank you 67 to. or5,e ?Roo . q/Z r70-9 - sg,ES 6 747-- (0595- ce c.c_. FAX TRANSMITTAL -NEW T'd Ct,S6- 662 -216 RWd d90 :20 90 I0 JeW 2'd 9913A PACE 2O417 The Threaded stud is inetelled Ina preMAed he4e which has been 810.� w4U t41 og w4th ANSI 894.14, The hots isdnead to a speceled aim 9116 Inch dentate( for 114 Inch titarnater wire ropy end 7kI itch diameter Ior 316 inch diameter wire rope and 8 nbedmeot depth 4 itches fro 114 erica G1 1neter wire rope and 63(4 Mdhes for 318 4wdh diameter wire rope and Owned using compnomed al' and a nylon bretu. The 'Madan get epoxy is injected into a mhole, starting et the bottom ens grimly mixed upward unfit dig hots is appro>Qmatetyone- h8Nhrtl. The threaded stud is insetted. "Mite turning, un6I epoxy flows an or the kip of the hole, idly embark%ng e'.e shxf. Bond %ranght %reduced al efevaied temperatures, sae marxdeekure'e liierahre. The hardening and cum(ng Erne at afferent temperatures for the epoxy is eperiexd by the ma0018c8trar (00' F slow eat gel time is 45 mirwlas and axing time is 36 t our). 1ho eta:f ele of the epoxy resin is kw0 years minimum. Special inspection Is respired tnr OIrkM. sea sachem 54 o11Yr., report. SLEGACY REPORT SL-uchrml °Uallty, Gindd 50, Chris 1 (F„ K 65 KSLIF,„ 51 ka) sleet horn Q902khc costing. The 3 inch x 3 inch nisei washer corsairs a 9,1$ Inch x 1-1M inch sleUed hots cantered en the diagonal of the washer_ ibo washer i9 manttfocaurad from ASTWI A 570 Peel with F, _ 45 kat and F. 0 3pkksi. The assembly is to be inaailed with 8 K inch diameter through the 3 rich x 3 ihoh poreon of the hent stop and e s 3 ixh x 3 itch wes'ner. A standard, round washer or a hilt, tint inch thick tacking veshet and a nut on the b0k complier oho ancnaing. Neils are driven though the smeller holes of the Prep into the swied Puts, beams, 111.M-= cr Rdxrne r.0 0*Mplele the instaNaidon. 4.3.5 Quick Hold Down Anclear, Q0102 Coneissepl two pane, a 12 gauge (0.0994 04511) gatxerlefid steel, berg strap and eat uncoated. 3 knit x3 inch a'h inch 10.506 loth) steel washer. The shoo is 3 inches wide and 14 inches long to bend km, At 9913A ;slued A 911. 2284 iCC Evaluation Service, Inc. aud1nMIteeni Mai • 0360 WaluntYR Rost Whitler, Caltarts 90931 t t5 i teepee Regions Deicer 900 Montclair Rma. StlTOA 8inr4Oh1m,Aldrme ris213e 10044 5F18eU% www.tccea.org Rigiona Moto 4061 West F6anca Peed Country4 hHes Ten* *We re'a91709.5105 • The Stecooramitt?a on Evaluation has reviewed the data subreMed for compl iancew vdhfluSandordlituikgngCodett the SBCCt Wanderer f,t Hordrarte Resistant Residential Cdnstrucdoa8u SSTD 1049, the 1993 International One and The Family Dwelling Code, and the Florida 8ullaktg Code 2901- Building and at8Aalts to 919 Building Official or other authority having jurisdiction the following report, The Subcommittee on Evaluation, and 1CC.ES and its staff era no/ iweponsibls for any wore or omissions 13 arty documents, oakntstlons, drawings, spee+llsationa, taste or summaries prepared and submitted by the design pralessfonal or pry :parer of record that are listed in the 5ubs1 rrikeng Data Section of bah report. Patens of gee report were previously inckulc d in Endlaatiest Reports tift113. REPORT NO.: 9913A . WIRES: £5e the currant EVALUATION IIEPONT iNDEX CATEGORY: HANGERS AND SUPPORTS SUBMITTED BY: QUICK 11E PRODUCTS, INC. 2931 POWERS AVENUE JACK$ONV4U.E BEACH, FLORIDA 52267 9047329377 1. PRODUCT TRADE NAME 1.1 Quick Tier" System (O7S): 1.1.1 (TT (KI 114" Quldt Tee 112 QTS(Xj 38" Quick Ma 1.2 Quidstbxtnectoa 1.21 11A•4 1,2.2 MS and LS 1.23 MT3 aril If(•S Twist Straps 124 QHD1 Ou21 Hold -Down Anchor 1,2f6 Q1tf)2 Quick Iioid•Down Anchor 2. SCOPE OF EVALUATION Structural: 2.1 Wind Load Uplift 2.2 Wind Load Lateral 3. tIS€B Quids Tie ado.+. Wok Conreotars are used le anchor wood stud wails and rood frerniw members et the foundation. 4 DESCRRIP)1ON 4.1 General Tow Quint Tian' System is a fats ieate d rood rue: win anchoring system cansisang of a wire rope with eueaded studs swaged to each end, Tax threaded studs an enreeddod ken baidenod concrete by drilling and using tom adites1ve to §rtdror to the foundation. The oppohlecldf of the wore rope w:ttete threaded stud is Wended wellkall j 10 the top of the stud wield where a ataal plate end nut are used i0 aorta( the 'op pja42. Weed swam. headers end bottom Batas era connected with Mice Connectors to uro1de distr3wtion al load to the ver4Ce1 were rope. Components of die system are listed in Sediat 42lktatesialsand 43 Quids Connaclrrs. 4.2 Quirts Taw''"$y MMs(arS1•Mated 81 4.21 QufdcTier' QT(X) and QT3(Xj:A/roattwlrarope, altar 1(4 hiCh damneder or 318' diameter .1)vead ed Stud are Swaged onto each end of the wire rope, 15 inch x6.114 inch mat 4 inrl,as of threads for the 1/4 finch wire rope and 394 loth x9 itch with incites rA aimed to she 361rxh aira rep& kklivr31/4 Wires Pre 0.030 Inch diameter, or smeller, with minimum F„ o 868,000 psi. (X indorses the length in feet) QT(X/ 114" alas' It wire rope, 114 19 041 2ampter, 1x19, goaranizsd steel what a breaking %rang% of 7,400 points. indiwdtlual wires in tea wire rape we gewoniaad WO a minimum of 0.10 ounces per square foot of uncoated wire scirisee. QT3(X) 3V9 aircraft wire rope, 3A3 itch daR4eter, 7X19 galvanized steel vain 0 (seeking strength of 11,100 pounds. Individual wires In 1118 wire rope ate fadvanked with a trishaw 010.10 ounces per square foot of uncoated 2c76 Prudhoe. 423 Washers ABW43 and Hubs: Steel pfara 3 Inch x 3 inch x 114 inch ABM A 36. or A .261284 or A 570, 74 1.14114 yield Strength of 33Irm and tnb4imaxn l> to strength 0145 luti. Nida ore SS Icor, Grade 2 Hex Nuts with kick washers. 4.2.3 01000 Quick Set Epoxy: The opoey is a yrisete rebel, 715200 brand, manutoot ten by U.S, Anahcr, Oho. ICCAS deputy Repwrl ER -`��3�91,8,. a Iwo component strudtlrel emery riWartidbysji 41011L'01. Trio pasty tit l«Ige( packaged in t0@ pack* or =Wages which ere inserted into the tool and &pensad through a disposable 51810 mixing rpz08. The injection get is a mixed prodact obtained by mixing P base roan with a hardener. The contparente are [nixed on a ana -gene ra8chiesad%mixer.The:m denerIscckrradodir rad aid dm bese ruin is provided in a write kW peck. An %%Mate slow set tandentr may be used and is 4)44041297711 do Nhc toll pdC o. �" t•.t rS 1.ye,1'I':N lr r, ,.0l" err . M onro:."lar MM�rrmrfit, 4ydnc !<- oro«'ak,•wAkc�.wrr}•r1b,�gv cdA. .rW,rv.,n:.yn•Mt.•a,r.,hr.,,;�, rr::.iarrocr4+J:,r•.n6',.s urea ryvrr ante rm.Hndvir it in me Three &,e nnuwlrrree E.ern:eSeere. rc,.. ern, Ori,Miid mP.oar frodn li r,xowrndar,nar�. or. e,,,.�{r, :,,so if A,rt..ri Coernexd, 7004 ,.,r Etr96- 662 -2 T6 nc,...ens - r' r 6 Pap' 057 e.JSU5tr00JP N e?.Jeag dgT TO 90 0O •t44µ Rid dS0:20 90 TO JeW 9313A PAGE 2 OF 17 The threaded stud is installed in a predritted hole which has been drilled with a nit oc iptyine with ANSI B94.14. The note is drilled to a specified sIz 9/16 inert diameter for 114 inch diameter wire rape and 7/8 iltcit diameter fa 318 !nth diameter wire rope and embedment depth 4 inches fro 1/4 inch diameter wire rcpe and 6' 3/4 inches for 3/6 Inch diameter wire rope and cleaned using compressed air and a nylon brush. The Iniecelen gel epoxy is aijecieo into lire hole, starling at the bottom anti gradually moved upward until the hole is approximately one-halffull. The threaded stud is inserted, whds turning, unit epoxy flows out of the to of the hots, tale errded- r.g are stud. Bond strength is reduced at elevated temperatures, see manufactures literature. The hardening and calehg time at different temperatures for the epoxy is spsdied by the manufacturer (SOE' F slow sot gel time is 45 mar awe and airing time is 36 hours). The shelf life o` tea epoxy resin is two years minimum. Specie! inspection is rage fired ;orinstelling the 01000, sae section 5.4 of this report, @'.3 Qufa r Connecter; 4.3.1 Ocalw,a Connector HAd tittrrrceria Anchor: 1& gauge (0.04ti6 incite) thick anchors used to fasten wood ratters and Wed ware' ;r;s°aes 10 weal lop plates. The snceo s are &i ed to resist uplift loads, and forces applied parallel to perpendicular le the top males. The anchors are manufactured from ASTM A 659, Structural Quality. Grade 60, Claes 3 (F„ - 70 ksi, F., a 50 ken) sp acatlons With a G 90 zinc coating. 4.3.2 Geis,. Connector L5 8 MS Series Straps: light straps (LS) are 20 gauge (0.(356 Inch) stns, Medium Straps (M8) are 1 t gauge (0.575 inch) seam, The straps are nranuf:s iurad in lengths varying lrorra 95/8 inches to 48 -5/B inches. Each strap is 1 -1/4 iacheis wide with nail ease punched at intervals Of 1-1(2 inches along its length. The nail holes are staggered across the o f ti>e ei-sp. Al the nor ength of each drop is located a ltioleless area 3 inches long. The purpose of this space is to provide ei distance of 1 -1/2 ircit between the joiru in the wood being joined ant the lest nail Wean either side of the joint. The fast Rime nails an each end of the strap are .paced 3/4 itch apart and are staggered across the width of the strap. The sfraape ate rna,iufacttired from ASTM A 653, Structural Quality. Grade 50, Class 3 (F„ a 70 ltsl, Fro 50 ksi) specifieatlons with a 90 zinc treeing. 4.3.3 Quick Ccmnector MT& and N TS Series 'Parisi Straps; The straps are manufactured In lengths varying from 12 inches to 28 inc'tei;. The seeps have -art offset shape to allow for twisting and :tending. Each strap is 1250 inches wide with a double ;ow o: iiail tees punched at intervals of 1 inch staggered each side. The MTS12, MT$16, MTS 20 and MT524 are 16 gauge. he Nt'S24. HTS24 and HTZ$?Si are 14 gauge'. The straps are manufactured from ASTM A 653, SS, Grade 33, (F„ e 45 tat , F, e 33 esi) sear eeli*nr arith a G 90 zinc coating. 4.3.4 Quick Hold Dawn Anchor, OHM: Consists of two parts, a 14 gauge (0.075 inch) galvanized steel, bent strap and an uncoated, 3 melee 3 inch x gauge (0.239 inch) steel washer. The strap is 3 inches wide and 14 inches long to bend Ine. At one end, the 1pals; three inches of the srap is bent 90° to the remainder of the strap. In the center of the 3 inch x 3 inch portion of the strap is punched a 3/16 inch diameter hole. The long part of the 01101 contains nine pale (eighteen total) of punched tea-, 4.185 intttv'aes in diameter, and spaced 3/4 inch apart for naiing. Each pair of nail holes is offset 3/8 inch from the nail holeii alcove and/or below. The first roar inches of the bent strap, above the 3 Inch x3 inch portion, do not contain nail tolls. Ttia galvanized bait strap is rata cat ed tram ASTM A 6t53. Structural Quatay, Grade 50, Class 1 (F„ 65 KS1,; F 50 kal) steel Iran G90 zinc coating. The 3 inch x 3 Inchi $teal w radar contains a 9/16 into x 1 -1/4 inch slotted hale centwed on tem diagonal of the waiter. The washer is manufecarred from ASTM A 570 steel with F. . 45 ksi and F,3ksi. The arseibly is to be installed with a pis inch diameter bait through the 3 inch x 3 inch porticn of the bent strap and th`tt a inch r 3 inch washer. A standard, round washer or a spilt, 118 inch thid a fucking washer and a nut or; the bolt complete 1tthr anchoring. Nails are driven through the smaller hates of the strap into the wood studs, beams,, trusses' cr raters to ca(7 elate 1hi1 installation. 4.3.5 Quids Hold Down Anchor, 01402: Consists of two parts, a 12 gauge (0.01 inch) galvanized sheet, bans are areJ an uncoated, 3 inch x 3 inert x1/2 inch (0.500 inch) steal washer. The scrap is 3 inahee wide and 14 inches Tong to bend line. At one end, the Iasi three inches of the strap is befit 9o' lc the rsntainaler of the strap. to the center of the 3 lath x 3 inch portion of the strap is punched a518 inch aiarnetaa hole. The ion part of the QHD2 oontaine 15 parr (30 iptai) ;of punclled ease, O 186 inches in diameter, and spaced 3/4 inch apart for reading. Ere pair of nail helms is tiolfeeff 3/8 inch, from the nail holes above and/or below. The arst tour inche6 of the bent strap, above the 3 inch x3 inch portion, do nct contain n. 't, holes. The galvanized barn seep is tabrieeterr from ASTM A teSe, Saar-tune Qualay, Grade 50, Claes 1 (E„ = 65 1(31, Fy =• 50 k i) reed f;urr: G90 zinc coating. The 3 inch x 3 fiat steel wrasi tar contains a 9/16 inch x 1 -1/4 lnth slotted hole centered axe thi diagonal of ttreweetter. The washer i8 manufactured from ASTM A 36 steel with F, = 58 ksi end F,.- are psi. The asternby is 1 be installed with a 618 into olameter boii through the 3 inch x 3iindi portion of me bent strap end Jte 3 inch x 3 inch wisher. !A standard. round washer or a split, 1/0 inch thick looking washer and a tut rat the Cat complete the andhora',g. Nails are draee ferceigh re smaller holes of the strap into the wood studs, beartrs, . i uses or raters to complete the i?atalatian. 4,8 Deeirgn !cicada., 0esigrt load tables are shown Ballow With allowablry load of the connectors, fastener scnedule, dimensions of connectors, and dr r ina0,s of teerina r, 5, INSTALLATION 5.1 General Wei( icTie oand Quite Corss8ctors are instafiod in emir ice nab the manufacturer's pubfished installation instnictiens and this report. The system .hall awaited by oantradooi treated rid licensed by Quick Bracket, Inc. The ms's pubtiShed installation instructions and this reaeart alai I be. strictly utteredtea :triacopyof'th einstructions shag be awadable at alt times on the job site during installation. The tnslrucllons within this report govern Ifthere are pray contacts bow eery :` 8 manufacturer's 'ns:ructions and l his report. 52 Fcundetiorrs •.soli Tie /insane Bees are e inb nded into e n:cra e fct ndatiorc that are minimum 8 inches thick lath a minimum pompressive strength of 2,500 psi, The bolts stud have a rnitvntrm edge distance of2- 1 /4lnchee for 1/4 inch diameterwie rope and 3 -1/2 inettea lot 318 inch diameteea wire rope. RIO shall b9 armed cn»,' B'd L062- 288 -STS aJtysmooag•a a9Joes dT6ej0 90 TO JeW E'd E17SS- 6E2 -216 Rod dSO :20 90 TO JeW Mar 01 06 01:23p Gee a R.Braokshire Eb96- EE2 -216 912 -882 ,07 p.3 Rwd d90 :20 90 TO JeW g•d LEGACY REPORT allOMINIMPIIMIMMAISOMMINIONIMIMMI 99w3Pa issued April 1, 2004 1CC Evaluation Service, Into;. { office• 5360Wmtorenteat Road, Whiiter,cama 91201 * (562) t3 ij Regional Office It goo monicVetr fear!, Suite A. 3%nningtrj ,, Alabama 852ie s dlene 5r•9.9e00 yew w.icc- ers.org Regional Mee a 4051 WeatFiasrnoor Road. Country Club NAVE,Rinds 60478 r (7W 789.2305 The Si tbr:trrrtm:tt r: on Evaluation has reviewed the data submitted for cornpl[ance with the Standard 8utldlng Cadet the SSG .7 Standard for Hurricane Resio3nt Residential Constructions SSYD 10-99, the 1998 Intemationaf One and Two Family Dwelling Chile, and the Ftorkfa Building Cade 2001- & efine and submdts to the Building Official or other auttxmty havi: igl jurisdiction the following report. The Subreer mifee on Evaluation, and 1CC-ES and its staffers not responsible for any ewes or omlasions to any documents, calculations, drawings, specifications, teats of summaries prepared and submitted by the design professional or pr^p.3rer a'i renord that are Listed in the Substantiating Data Section of Chia report. Portions of this report were previously is edutied h;, Evatteation Reports €19513. REPORT NO.: ))915 EXPIRES: See tits current EVACUATION REPORT INDEX CATEGORY: iiieNSERS MD SUPPORTS SUESIlie t'TED EY. .QUICK TiE PRODUCTS, ieYC. 2951 POWERS AVENUE JACKSONVILLE. BEACH, FLORIDA 32207 904-732-9377 wiled ilentireen: th,cis, con) 1. PRODUCT TRADE NAME 1.1 Quick Ti iie' System (QTS): 1.1. t QT() 114` Qtiio:: is 1.1.2 C1T3Q<t 2J8" Quick Tie 12 Quick Connectors: 12.1 HA 1.2.2 MS and LS 423 MTS and HTS Twist Snaps 12.4 QMD1 Quick Hold -Down Anchor 1.2.1 Q11112 Quirk HopiCow Ar•ehce 2. 9:'.OPF. OF EVALUAT ON Stsuctuu:: 2.1 Wind Load Uplift 2.2 Wind Load Lateral 3. USES Qutk Tie and Quick Cottnei.ua , are used to anettet' wood stud walls and root framin t rnemhe 10 the foundation. 4. DESCRIPTION 4.1 Gerund The Quin: Tier' System is t:' knee-vied rover and waif ,anchoring system consisting of a wee rope with threaded studs swaged to each end. The threaded studs err emeecided into harder{eo concrete by &eing and using epoxy adhesive to anchor to the toundaitort. The apposite and of the eerie rope with the threaded stud is extended vertically to the lop of the dud \raze where a ate91 plate and rim are used to anchor the top plate. tee led trusses, headers and bottom plates are connected with Quick Col trte to;stoprovide distribution atloadfoliovortie. -,swire rcee. Components of the system are listeein Section 4.2 Materials and 4.3 Quidr Connectors. 42 Quick Tan" Systeeme tars) - itrateriatts 421 Ck ickTie:i; QT(X) and QT3(Xj: F:rcradt what row either 1i4 inch diameter or 3/8' diameter . Threaded Studs ere swaged onto each end at the wire rope,) = its X6-1/4 Inch with 4 inches Of threads for the 1/4 inch wire rope and 3/4 inch .x 9 inch with 6 inches of thread far the 3/6 ind7 wire rope. tndividtaf dims are 0.030 inch diameter, or smaller, with minimum F, :,268,000 psi. (X indicalge the length in teat; • cTX) 'it•' aircraft wire rope, 114 inch diameter, 719, galvanized steel with a freaking etreagth of 7,000 pounds. Ire vidual wires In the wire rope ere galvanized with s minimum of 0.10 ounces per square foot of uncoated wire surface. QT3(Xj 3/8' aircraft wire rope, 318 inch Mar-hater, 7x79 galvanized steel with a breaking strength of 14,000 pounds. individual wires in the wire rope are paivanized witty a tninimi lm of 0.10 ounces per square foot of r nceated wire eunace, 4.2.2 btfasnere AeV443 and Nuts: Steel plate S then x 3 8':Ch x 1/4 inch ASTM A 38, or A 263i284 or A 570, roi%ti rum yield strength or 3t1 esi and minimum ultimate strength o 45 itsi. Nuts are ine inch Grade 2 Hey Nuts with le dfc washers. 4.2.3 Q1000 Quick Set Epoxy: The epoxy ie a prepare Masi, ieS200 Ix-arid. manufactured by U.S. Ancear, inc. 1CC•ES Legacy Report FR.4398, a two oemporlent steleturd epoxy tseensed ►sy a manual tool. The epoxy injection ye:.is packaged in foil packs or rselrfdpes which are etseried into tie tool and dispensed through a disposable state mbting muzzle. The injection 8e is a mixed product obtained by milting a bale resin with a hardener. The componeri1s are mixed on at oneeeecree ratio in arttatic mixer. The hardener in color meted in red and the base resin is provided in a Mile foil pack. An alternate stow set hardener may be used and is packaged in blue foil pacts. {'rt(.n rm~dErM.tVZ•,f. •Ajsr+i.nlie deagefkm or. am. rata, MN:95::axlgtt'igr ,rceMtiev1r_•aW:+4T• „f.,hr CAMS- Sin:&rM.....t.+v crJi^nneyi;! q}Iepry, nraria +mwxacarimtforistar. i t, Lnowarranty aCICCEEdaetlaaSrr,vr e, am. . rpnannriw, pdndue altar finding n rr dar swat, atNn,wparr.9rPam any pnatact Cm, rips n; 200 ; ' d 1..062—ZEI8 -816 Et.S6 -CC -2i6 eaTys $looJa's 89.3000 RwEf Pape 1 el t! des :i0 SO IO Jew d90 :20 90 i0 Jew PAGE 3OF17 requited to resist wind uplift load. The foundations shall be designed to resist the design toads determined in accordance with Chapter 16 of the Code. 5.3 Wall Construction Mind framed walls shell be eta of top and WV= p!Mes of rntrrinr tm Southern Fine, Ido. 2 Grade, minimum 2 inch nominal thickness uuith a specific gravity of G 0.55. Studs shall be a rninimum Spruce Pine Fir, Stud Grade, minimum 2 inch noteinal thickness with a s; nc gravity of G.. 038 spacsd 6 inches or center. Aii waits shall have double top plates, $4 Special Inspection Special tnspecticn is required for use of 03000 Quids Set Epoxy, the rxmstrl rtion shall be inspected by a registered engine r or 9913A archltect, preferably the ons responsible for the dolign, or by a competent representative responsible-Loa* registered engineer. Such inspeaim shall be of a natee as to deitin ne that the onnstraclion and quality co work are in accardsriCe with the contract drawings and specitcailons and the rrwttufacuuer's instellaton insinuutt n .. • ►teems to be verified by tta „te^ial inspector it tulle he diameter, cleantinoss of hole and anchor stud, adhesive type, adhesiivapplicalOn, stud diameter, -stud ernb ln1ctIt icto 'ier requirements specified in this report and the empufaclurees instructions. APPLICATION Of THE QUICK TIE SYSTEM 1� w+ h in Kilo-- aik • vamillva S "d LOG 2-288-21S 9'01 EfrS6- EE2 -2 16 aJ;ysfoo.ag • a a94oa0 Rwd dSZ ;T0 90 TO JeW dLQ:20 90 TO JeW N 0 m Jz CT) 'd' 11) m m N co NN I � 1V to C7) a) 1 N CD Q • N Q O N ..._ 0 0 CD CD vn _I- 0 0 L L Rl la E QUICK TIE, Q% SPACING TAB AND D DESIGN NOTE S 2 lTy$!£�. OF MUSS TO TOF P L A T E C O N N E C T O R S i1UL ' UPLIFT Q . R i . . • 0.G. MK. TIE AC ' C . FUN IC TIE A C . T N L : i'EET c K TIE AtW AI.,E. Dr GN LOAD 16171 i 2lAr 141641.1 Ut EDGE iStANCE �' 23 .l 1.137. WAD ay 17i&1'A� EQEiAi.'CO OR. CAROM. THAN IC. a2$61.Bt fl MINl6UMl'eagnmce MIMEOS 21f4.TIE MWQMUMUPLIFT PERMED ewe Lt». mini F mow El7c1E aISTANOE of e" OR $BEATER le PflOMIDEFS. �• ••••• ,•� M••�•+• 74NCSiES � tiVF •.A IY iS2 II. U$E1 omcx ris %wpm 12 OF FACA LAD deARINO COAN� . ma 8®EOP PEFWCREBI YTNEWOEWNW.THEIOFPATE USE ONROR ltyGU1CK W AT SAW VD OF Pal SHSAR mu. B6G31A�lt$ IF BN6ARYVNJ !6 NOT SUBJECT ID UPI.tFTLOAIkq me ONLY ONE OR TWO TEO(OR NOLO dOW1JI ANEW ENO OF EACH MAK WALL SEGMENT. W WHF..AR MI E (UMW T UPLIFT LOAD6, USE QUICK TE3ASSPEGk� !EDEi TOLE PLUS ONE ORTWO TIES ATEAGN ONO OP EACH S HMAR WALL RERNINT.A01112PCSWENTIC ALHCU DO M) WAY HE tiBECI ATAHEARWAU .EWOBW1i6N RUM TIE MOWS EOCaRRERTSB DOWN HEOILPSE1`RTE4 WEBl NMET. a1UNLESS TRUSS LOADS INMATE NARROWER WAOIN IS REQUIRED. IO OR WOK lit(S) AT CONCENTRATE) UFUFT LOADS S S) MAT. E ALL QUICX TOM ASBPECIFS DJK THE TAAIEPROM FOR III ABU. gNOICTIES ?MALL DELFT LOAM. INSTALLED OOORUINO 7O THESE BPE91PlS'hTIONB IJNtFBY DkBR;1 4I MO I I{11F1E9 BYA mom PROFEB5IONN_ ENGINEER ORAR0 RECT. 7) FILL ALL NAZI HOLM IN 140.1' MO' eir CDNN92TC s IS BEE IEADSRCONJW lON SCHEDULE FOR O17NNE1 1iONS REWIRED FOR HFAk]E1tB B L*Nil tSf k!Eil Il) ONIOICTIE$ ammo W True TABLE ARE EMBPODOI I' Wit} OONCAETSIUSWO0tOWO EPDXY UNLESS DTF NOTED. ES LOADS IN THIS TABLE REQU3RE A MINEWAI U1' THICK GYPSUM WAt. i. SOFROO;{ SAM MEW W111ensiQ41t9 swat K?1 -Y!' LONG WALLBOA1tO NAILS 0PACEI r O.0 AT EDGES AND 12'O.C. NI 11) *ME ARM USEDM.Y *hoc TI65VWr MMATERIALSASt`L°BCORDAHO ROMEO BYOLICK TV PRRCTU075, INC. y.... �...�. —.._..,..` — 1 a.s vi " j `°�' 1 +' 1 425 7S "�"`'- -v.,' - �ctsG 1 • 0t6" SAO ---.. +' L 1 � Z .A01 e.g. ?AO 6.75 1 „+,y. 1 �- 606 6�6” 650 •' H ^T 613" 05 �~ 2 • . 1 L� � 7F'� . r 2 • • 1 579 556 2 • ' 1 5°6' 2 1 317# 5-3" 5.29 RQ1E_ w mom +1B LONG AS TIE MAXIM SPACWd 11ENVEpNANYT+JtIt ) pUIQC WS DOSS NOT MOM iF 44. V. TNEBEICIREI AN APSOLUYE MAPTIr1Uhl BPNtClN1$ OF 6 C R ACCEPTABLE. 2 4' 1 " ' •• • 9 1O1 ', o *6`. 4'4 4 '" 425 P--- 2 2 2 2 2 • 2 b ,3$ Tom_ 4`1Y 3' 3t6" 4.00 37S 3, -. 2 2 3 • • 3 2 34 375 3 r, 131'1 -130r- J 31.0" -"TV' /00 2 % 21189 - 1 3 I FQUICK �r��TI'E^� pp����� ,i RODUC S.,1171C._ ta4Akitr atg t WLVS L It aLLMIY wwerraerrearme■mamamecun.....rwameowammasou• QUICK TIE SPACING TABLE AND DEMON NOTES_._ (Q cowed 2013 co* T?IS P p 1uctC, Q.. ril/MI*00••••!••■•■,.•1•*■r•MO ■4•Wr,mmr**Mwrw,IAMMOWWIN■■■••■••06.••■•■••.,L•44.4.10 0 0 w n e o CO Q. 0 a) • • rj • 0-4 CO 0 (r) 0 .-4 '4 0 0 L (0 A E E 3'x3xi/4" STEEL PLATE7 1/7 GRADE 2 HEX NUT-1 1/2n X 6 1/4" THREADED STUD SWAGED TO 1/4" MRCRAFT WIRE ROPE ,-- 1/4n 7x9 GALVANIZED AIRCRAFT WIRE ROPE \ \- ia" X 1 1/4" THREADED STUD \SWAGED TO 1/4" AIRCRAFT WIRE ROPE N 0‘.4" 01-6514" owe QTX (embedment type)x(piete or wait height) ..I.111.1.771111101/0.1111.111:=1,111■01.240111111110f 1.1.1114 UICK. TIE ..oDucryqc, 2,r7CAVAWATCOCP-741Arrt aanFir TYPICAL QUICK TIE PART DETAIL ColVf ight 2003 42utuk re Product% Inc. 111.1•41.1.1.1•1101. IMILM1100 Ariffigraodr--- QT-X •••••••••■ ,•• 40 74 3 eVci r-- 314" GRADE 2 HEX NUT / aft- -41 112"K3l4 Steel Plate -- X 9" THREADED STUD SWAGED TO 3/8" AIRCRAFT WIRE ROPE r3/8" 7x9 GALVANIZED AIRCRAFT WIRE ROPE \-314" X LTHREADED STUD " A TO 31B" 31B" AIRCRAFT WIRE ROPE 0'43' 01-9* QT3X (embedment type)x(piate or wail height) •71111M.COMMINOMIIRISMIMOM UICK TIE ODUCTS,INC. waiuscroxivwrisum . • ' r 1 h1.1i1 trt.1.1111•AMM/MNIMPPI4.11.0( TYPICAL NW AIRCRAFT WIRE QUICK TIE PART DETAIL s1.737r,r7 fAV,V9714's'Ot 4.XXIMNINIMOli. IC. CAWLEY tlapyrigte 2fe',13 Crernklls Pita' :cis, ;Ile. 07 R.Hrookshire a_ cia. 0-' 0 CD (0 0 0 00 LL r r reIrMslINOMMMINIMMVONIII.M.R.M.WIS.M.IPM•00.2111Wik.ftIONHNWIANNAM44411444..1MINMINIEW70111dra.61, 1 :Av 44/1? 1-1A-11, cam 2. LOCATION STAMP ON BOTH ODES iiA4. ()ucFrrj QUICK TIE IRODUCTSINC 1411.4W44,MinCtIN61141A 0207' flklee 7,411S401103G1na4164 carexcanun wavi CAPAIV HA4 HURRICANE/SEISMIC CLIP 0 CRIpripi 2iA3 Cktrxic Tla mrainters, SZIONNICIMORIONVM00•0119■10.01101t .10"1,SION•11011P.MWOOXIal IMSOWT boat 841011.•-• .....1.,•■■■•■••••■•■• Li. AC) i35Vci HIIIIIIMin It 11111&C CP lb& Ma. a. ripeowa SU Iv 4 Ilinn, /I 40 A illt" 00 ,.' , tat r I c'.1. 1,6/ v... 10 . ..s. MO ,• rii 440 ■Pli 1, 016 i 144 I. 144 I I, 60 • k:,1 le IVA 10 .- IQ 11 HU 11 1 6 I OM 6i0 112 Y01 ftk OS in ..."4- I= 1 444 1114 II IR QUICK TIE IRODUCTSINC 1411.4W44,MinCtIN61141A 0207' flklee 7,411S401103G1na4164 carexcanun wavi CAPAIV HA4 HURRICANE/SEISMIC CLIP 0 CRIpripi 2iA3 Cktrxic Tla mrainters, SZIONNICIMORIONVM00•0119■10.01101t .10"1,SION•11011P.MWOOXIal IMSOWT boat 841011.•-• .....1.,•■■■•■••••■•■• Li. AC) i35Vci 0_ 0 (-1 1- tr) CT) Es CO C\J0) N N N 01 CO 0) 0 o 12. I-I N • • (r) 0.1 •• — ."4 0 (0 0 W 0 0 0 LL 07 A E E vAnr,Meeerel. WIIM1110 r- W30 MS36 IffEr" r. MS39 MS48 ESET" LISTIVir-AL *it LUCK 'TIE P ODUCTS,NC myrinsnizal. Elea4;MAWriekNSIME441 awazurzia Ftwaio:%.1.4.8 ADM* (SENI)IFTKAP, VW AS falai!) MIE STEEL k SAME, 10C0EPTI.810ThAT4641:15, LS & MS STRAP PiteDUCY Can: EM iut4CA? CopyrIgtg rCZuk ThPritootsrte. ai GzA1 .zmmaiamad.".......A Mar 01 06 02:10p Mar 01 06 0134p Amy George R. Brookshire 912-233-6543 p.12 912-882-E5137 p.14 31EIVl dVILLS SIN '9 S1 VIOINECSMIZINIPPMP ADIIIMMIECIMIMM.M.11261oLOAMI. MOM 1/£1.66 /1.4064751; r ..... ... .. Er Wag gig 0:5! licii /t 12,1§§N el . gS1,14 SIMI4 Egli'5'. t 2 2§g n-git :00 . -52,g g OS1 '222§ gillg ggi'g§ 1 1 111111 0021132322232BOODOMMO000-Ro FiliiIN"Ai!!!!! t1100111111141F lEiiir;. a- %Rs illiiiilsOgg,8zi! tiitii . i§gi-We tiVitild11111§-r_ Viliill lkilltitN- 0 ADIIIMMIECIMIMM.M.11261oLOAMI. MOM 1/£1.66 /1.4064751; " " " 10......" " " �%�%" " .10m" �%" " :, ZAW criTa2a, 4,100.142.45.1Wii HTIP4,Uto Allow ort_ [----- IR fititog( iMtiNc 2.6 Nw.s.arociNnstA. om sp4170.1V .E, MTS & HTS TWIST STRAP i:,9pyr1ailt 203 C2:Jtck Tip Prorticts, 1.6 AO GI. RJttd 1 .6,10•02SCEINIIIIMINSVIMMICIM 009111M.l.1.490=0 VlblefMCIIIIJITIW4VOLVILPI.IMPOrt MAW VW (14 MI )1111P4VIIT4V OW am • Li(COMIN Dril a. re Moan Morita . J IA• isso MIIIG 1 . „,,,,,, w IMI 1.5 V MOW I MI " non IITW Brill 11 00 tin 11 1 1 -a V on tn. mite . ft V **LW 1110 AZ 1st VA OW tr 1 01` . ttM 024 t Ns XI ...23 1. VW i • _ Jr_ *tot w , ur 1 14 1.` rt DC VI la 16$0011. w as. :44` Isr I IP I lir .0..1.12 1M_ , DM Mt k tO 14 %VAC _E. _IV VD 111= tri C 1014CV ar i tgo LACK 11E , MTS & NTS TWIST STRAP oDucrsNc. - 2DRIVVItta Atmarv•rt•mmt RV -1 "St4"aff breW4VDM3 MAC.Ct13.4.rt ..1111...0.16.1"fallititioarbetsernakitidaircz raim MAIF0t114e1011ial IRMUZDVIAVA MUNXIXISAWDOMPLYOKAINNIIINN?"*OA AIMUISOMIDAIVIS7101160VitCritlint qrqpit1.1r %UMW P.1 risawa wi untie sat Ku HRUPSIIIrtfleaud11412A7M11.4111{MilLACHI713. tam git2grAftvDt3M27 reiralt MOM t 'tt ir41,_lutvtiom1004 IMUITFAWICT. ACTJUCI OM?. f NC: 3.045011N TOM Cut* Th Ruda*, latt. We Oa Gaup) PM, (14 eatrgo) oF 2 Mar 01 06 02:12p Hm Mar 01 06 01:38p George R.Brookshir I I e 912-233-9543 912-882-2907 p.15 p.14 .maibt.rw kl 2 I AO Z1, .9Aid •■■■•••• 912 - 233 -9543 3) E CC 912 -882 -2907 L . 0 In 0 0 L 0: w 4.0 0 CP CD O- N O —0 u) to O 0 00 L L E re.•••••■■•PileilYn.wwww■•••••■■•■••••■. AulAwilwetnme..•*1.111.1.1,10.•■•■••■•■■•••■•• •■•••11.,” Oilalliaell.1.70•PONIMM0.1.1.111.0101.11...011•14. QHDI Typical 01-01 Hold Down Installation WW1 IMO DOWN COMEGTOR IWO Ns Dlettedi Pee ham APPAPIDO t.4461 WV Nilo 110 W 3' 4 r I-I . % k 418T43bwv. writ Alahlf Ilula Ire 7.64497 jor "a. Vol (MI Dal Alkl fr01;11 . , -- DM ZIP - o -;; 3 1 i ftilt ZIDI tom 13 Lillie I. &maim.* FAa. 4•4133, wilakigorwombrt No& 11*, 14%, rer idheorscW. MIASIotri IIMMULtedi ft regrowth act931 rzta ))Nolaw•Ilt+3 am*, Kt PISPODAVPal 41 UMW" rat? foidith*Ar ted MAW nt14 MO Ulmer* to LA", Fl QUICK TIE 1. 1 P ODUCTSINC °SloWeAgerva, VSOMPIIVICAllhatIPTI11111060' QHD1 HOLD DOWN 0 Orweight 203 CPA* TIP Proatokt. ta.".....innliswierIgartmealitUrNAMI,LisIVO.S.41.011riatailmnuMsraa•talM1NIOW11.11.*/1.11MITArrmilma.1 swl.wriaseamMMINMON.I.M.M.1110.V.In raw,. ea. !C Ail £f. 3DV'd 912- 233 -9543 912 - 882 -2907 ra....ors•saI*Ioaova.anmy.s*rAlnUlkrs•WPelieVVer•Os..A.sawvo■arfw.+...,.,*aun..sr.7s,q,.... 1U0S' 4—- V- r. 01.011.0,(a OHO MATERIAL: laGA,, 33P OW NOTE: ALL NAIL HOLES MALL RE .11115 DIA. ROLES I- NQUICK TIE pRoDucTs,Nc M(90i) 7S1-9th fA12034)132-00S R TIIMCATT MOM. it MOD .-■••••••••••■• 111mtlell...0111111.114.1mbau67.....■ •=1wW0w,a.,.....•••■■••••■■■■••••••••• XerfassM.M.Www.....1.11waszpemarrat HOLD DOWN Copie,ght 201/2 tluttllt Pmclusto, trio. WV.? (12 Gar4o) 1 ----1----- L 130 Pt 30Y4 912- 233 -9543 912-882 -2907 a QHD2 TypiraE QHD2 Hold Down Installation • A.r.www•••■.*W. rrl ,11 0 1) Webs,. It Degitkom fts,Ctr OM.. Waage Idelnillars Ita-119%.5a. rose MOO wins in =orders 114tVittepinetraro NDS. 74,40/ MI MS tame, 4IM tYpi 103A.W111 lillohVel ,111611100DnIcv <ream, (OWN ibrais Ceravintstr QUICK TIE PROE:OCT.INC, F171041MW.Klisefinti/AZar; MiiO4)71G14337FAJW0004Hit MIFTPIlir2415weivicK C11134,rr V.4111111.M.74.111.■ QHD2 HOLD DOWN Cppyrialgt 2at.);:i C'es*.A. Tiu P7D44, tRI,*•.*•••••••••■■•••!........•011000011..•••••141....1.1.714..11.4M QHD2 HOLD DOWN CONNECTOR MD& I 1*/' - Wrap -el A NW Waymukos W D 11 ?atom Mamba WWI OW Aseteseasi (41) 0% 0t0 014 ( ow , 12 lir ■ r i (801 NJ Om x3 Ur mar rtfoi &V x 1 1' 1C40 450 4001 )■ OA ! 4030 1) Webs,. It Degitkom fts,Ctr OM.. Waage Idelnillars Ita-119%.5a. rose MOO wins in =orders 114tVittepinetraro NDS. 74,40/ MI MS tame, 4IM tYpi 103A.W111 lillohVel ,111611100DnIcv <ream, (OWN ibrais Ceravintstr QUICK TIE PROE:OCT.INC, F171041MW.Klisefinti/AZar; MiiO4)71G14337FAJW0004Hit MIFTPIlir2415weivicK C11134,rr V.4111111.M.74.111.■ QHD2 HOLD DOWN Cppyrialgt 2at.);:i C'es*.A. Tiu P7D44, tRI,*•.*•••••••••■■•••!........•011000011..•••••141....1.1.714..11.4M 991.3A PAGE 16 OF 17 GENERAL NOTES FOR TABL.ES Aliowabifi loads show// are in pounds. 2.. Untesa noted otherwise naffs ere common wire reds of the any weight rioted in Sts estates. Naffs shall cor.7p'y xith Federal Sp c:iA..aUcm FF -N -1058 and Shall have the folor=ing minimum bending yield strengths, F. d. n = 0.1:31 ir, F,o- 180000 psi /Od, 0 e 0,148 in, F, = 60,000 psi i 6d, l7 = 0.162 ire, r,,, = £.0,000 psi S. Loads design& ten as (normal) or (100) may ha irveres, d for duration of load in ember construction in aceordanea witlt;Terile 2.3.2 of tee FtDS op Mite tabulated WI evratAet Seeds of (13.3) and (160) for :o:rlci and seismic,. Load aura €c 1 adjustments uttdO.the Fleride Building Code shaft be in accordance with section 1608.4.3. Except for duration of bad increases in timber construction ho increase in lovdsover that designated as (itornl8.) in the tabulated tablas than be permitted for Toad combinations in allowable alrength design lam• " Uptift" loads he been increased 1.33 for wind toad and no further increeites are permitted. 5. Asowaabla loads noted in the Design Tables are for fasteners only. M framing /members shall be designed in accordance with the reguirernert rs of their epprripriate design aped - Renton as referenced in the Code. c:. cwt oapaOti es in the Design Tables are vatic for Southern Pin vaith a Specific Grstvicy of G = 0.55. if the connectors are used on lest r aradee or Cher types cf wood Men those scerzfied in'h fire load capacities shall be verified by Inst or eei6eiieed ns by a registered engineer. 7_ Bettr,s of headers supporting joists shall have the following minimum widths based on nail Sieess attaching the connectors to the wood sttuoarai rnemberti. • • Nall Alin. Width of wood member f3;1 1.31 inches Tf]d 1.48 inches 16d 1.62 it diti 8. Nails oorrpl tely penetrating 2 % !Disk; or rafters shall N cinched dormwad. e3. The connectors have not Dean evaluated for simultaneous loading conditions. 10, y1 units cnnaeraicr,s; 1 in. e 25.4 rnrn, 1 ttf e 4.5 N 11. A review of the dimensions shown in the Tables and Rgures se outside the scope of this Legacy Evaluation Report. E. SUBSTANTIATING DATA 6.1 Mar,u aciurer's descriptive literature, specification-a, mill order certificates, engineering drawings, and installation iin rrt:etens. • W RCA ;Hire Rope Corporation of America. Inc.. tenter with thill order ce tifiCatee. • Mill order certificates for steel used to fabricate HA4, LS, & MS steeps, US. Steel Group- • Speciecaion, feb riraflionwashers, Alpine Construction liar leers. • U.S. Department of Labor, OSHA, Certit care for Wire Flops C e riraiion of .r.'!erica.lrc- ,114kihdrrYi elere. re 1x19, galvanized aircraft. x MAI Test Certificates, Chung -Woo Rope Co. lad.. reb_ 14, 2002. 62 Test report on wind up61t re$istanoe Quick Tie QTS6 ender ASTAA 01761 full scale W 11 tee . A. Norris 8reivik, Professional Engineer, Report No.96080803. August 22, 1998. Ainsd by (t, Norris Brsitik. P,E. 8.3 Test report for I'tA4 under ASTM 0 1761, PSi Notat510fa{ Services Industries, Inc., PSI Report No. 748-50100-00415, October 20,1998, signed by John M. P ,1s ;te , PE. 6.4 Engineering calcutations, prepared by A. Norris Breivlk, ProtessianeJ Engineer, signed and sealed by A. Norris 3reivk, P.E. = Cue* Th QTS, dated 11/30/66- • HA4, dated 11/30/98. • f S & MS Series of Shapes, dared 11 /30/98. • Load tables for HA4, LS and MS, signed, sealed, and dated, A. Ni7Tis Sreiek, P. 1- ' -99. 13T ' d LOS!? -91313-Z T G 6T 'd £17S6- £E2-EIG • Lead 1a,h!•s kir Qu ci Tie. signed, s.; d. eiri d €ed by A Norris Breivik, P.E., 2/24104. a Quick ; io QT - 114" Series. 1 /18/04. • {Mick Tie QT -3i8" Series. 6/18/03. • LS & MS trap Table, 9/18/133. • MfTS & HTS Twist Straps, 1 /1E104 r 01- D1 Hold Duvets, & { 3/0X3. 13.5 Test report. 0. 1000 adhesive, seen: keg ten!.rn testing under ASTM E 1612, 2000 pet oonprete, CTI Engirtaafin, Report No. 4F,07, June 28, 1994. signer; and sealed by Chad Thompson, P.E. 6.5 Test rei tats on Q -1000 act esere, structural. torsion and shear under ASTM E 486, 4000 psi condrela, Chad Thompson and A '•y+riales Consuiline iEnoineees. October 1989, signed and seated Waled L Thompson, P.E. 6.7 Test report on load testing of Q1-101 Hoiddgwn Anchhor unxr ASTIvi 0 1781, Alpine CurirDUdron Hadxate, Division of Alpine Engineered Products. inc.. Report No. 921175.1, 1&i ember 15. 1039, signed by A. Wen:: 8reivik, P.E. 6.8 fen report on trending yield moment of: nails. PS1 Pittsburgh Testing Laboratory Division, PSI No. 225 - 70012.O01, WirCil 17, 1998. signed by R.N.!Sailer:tele. PE. r: 9 Engineering calculat ens for Q11+01, prepared 6y A. Morris Breivlk, PE., signed and seated 6/26/2000. 6.10 Te., reports on tensile leering of wire, Prodact Tcsiiri j, Inc., signed by R.K. Prophet and C.R. Caudal. P.E.: • t i4" Diameter Wins r' errd, sob Nu. 02.4.3 -A May 22, 2003. • o 3/8" 01arneter• WS3 Strand, Joh l i . 03-4(,W-A, !'i y 22.2003. aeiet1smooem -a a2.10e0 c1241 TO 90 TO - W Rwd d£1: 90 TO JeW PAGE S7 OF'; 99$}1r. t 1 Test r pt t en load testing under ASTM 01 761. Product Testing, Inc„ signed by R.K. Prophet and C.R. Caudal, 6.11.1 0H02, Hold Down, Job No. 01 -3541, November 13, M. 6.11.2 MTS12 Twist Strap. Job No. 04.4654, January Z4, 2004. E? t. t,tT$1GTwisi Strap, Job Pfc.04.%5,.sa-tuay26, c'Eks's. 6.11.4 TS16 Twist Strap, Job No. 04.4655, January 26,2004. 7. CODE REFERENCES StarufardBuilding• Code® -1999 Edition Section 103.7 Section 14;1 Section 1609 Chapter 17 Chapter 19 S! tS:aa 1914 Chapter'. 2 Chapter 23 $sauce: 2301. Sscbarh 23062 ti ct:o rt 2907 Scan 2308 S actor 2609 SSCC! S €•' l d. rd Construclian0 Section 101.4 Section 101.6.2 Section 104 O.'. raptor 3 . Stroh e.32'2.1 Section 3032.3 Section 200.3.2 Sacdon 305.7 Suction 307 Section 307.1.5 Sextion 3072.6 Clap ter 4 Alternate Materials and Methods Wind Wads Load Combinations Str icture! Tests rind Inspections: Concrete Had Bat:sa:Ttt Heated Stud Arrows in Concrete Stet:: Wood Woac Construction - Design Other Fastenings Flay Framing Vertical Framing Roo €asc Coiling Framing ;or Hun-loans Resistant Resident*, SSW f0-99 Alternate Materials and Methods Design Corxtents - Exterior Wails Resign Criteria. Buildings With Wood - Fronted Exterior Wails Fasteners and Connectors Sill Plate to Foundation Anchorage 1ra;lf to Foundation Anchorage Mortairthic Slab -On -Grade Fourulations Conneo.icrin for F..xterktr Wall Freeing tiolddoVRr Connectors Roof Systems Connections - Rafter-Joist Systems rannectiore - Trt ss F:aminr, Systems Combined Concrete, Masonry or ICF end Wood Exterio Wall Construction ktternatiortcd One sad Two Family Dwelling Code . 1998 Edition Section 108 Section 301 Section 403 .h yrar 5 Chapter 6 Table 602.3s Me-nate Materials and Systems Design Criteria • Footings Floors Walt Construction Fastener Sohectute ter Structure? Members Q1aAisr 6 Roof-Ceitng Conelructiorn Florida Building Conte 2001- Bunting Si tic 1037 Section 1606 Scion 1609 Chapter 17 chapter Section i914 t3t'd Alternate Materials and Methods Wind Loads Load Combinations Structural Tests and inspections Ceetor Headed Sons and Headed Said Anchors is C eci-ete L062- eee —ZTS OZ'd Ei7GG- EE2-EIG Chapter 22 &brat Chapter 23 Wood Cleats 2301.2 Wood Construt1* i - besian Section 2306.2 Other Fastenings S robot 2307 Floor Framing Section 2308 Vertical Framing Sep tint 2309 Roof and Coxing Frernin9 8. COMPlTF ES F1Nofiia a TOO Sttbc on mi.t.Ni Cwt eeeltgaic.'f in r6tiew ott .a iii~ ttnrr.�r<4;'. finds that in their opinion, the Quick Tie Mthors aid Quick Connects 2s descibea in this report conform with or a suitable alternates to that acedfiad in the Standard Building Ceder Me SBC:C/ Sl 7nrtar ! 1 'htrnirrrr Rdsi = -fl ;n R.9SiZ V:101 Constitictione SSTD 10-99, the International One and Two Fsrnily Orating Code, and the Fktida. Building Cods 21001 • Bilifding or Supplements thereto. 9. LISXTATIOaS 9.1 Ths Legacy Evaluation Report and the it stalfation instt1., Loris, 'eaten regu:rec+ by he cads otticial, shall be submitted at the lima of permit apprrcation. 9.2 The sy ttem shat he installed ttv contractors trairtad and licensed by Quick ire Products. Inc. 3.3 DE.. gn Wads on the Wick tie Anchnit and O :tics. Connectors strati be determined in accordance with Chapter 16 of the Staride:ti &fading Corte l 9.4 Framing members (wood, nhaawnry, concrete. steel, etc.) connected vhitt the Cud( lie Ana= and Quick Connectors shalt be designed in accordance with the rBk•%irements of their wileprinte dtkon spei,ilicationst a3 referenced in the Code. 9.5 Loads appfiertshall OM' e.x ed hose roterwn:er..ired by the manufacturer as shown in Section 42. 9.6 When 1M19 MR) 10-93, the design loads listed i!t tJ ; standard shall not exceed those recommended by the mesa cturer as shown in Section 4.0. 9.7 Each package ofOufc$ Ti9Anchors components Pod Quick Connectors shot; %seam the tnarellacturer's it;st ,lta3on instructions. 9.6 Quiok Tie Ar'rtt?tor; and Quick Connectors that are exposed directly to weather or subject to salt corrosion in obaslat areas, as datenmrttd by the $ocat building oti,ciaL shall he galvanized in accordance with 302.1.3 of SSTD 10-99. 2.9 Ouick Tie Anchors. shall nctbe it rated in groom) masonry ftntets or bond beams. Quick Tie Anchors may be installed it fainted concrete lintels or bond i saris used as part of a masonry volt. The concrete lintels or band beams shall havearninimumcompreseiv::r?ceng hot2.800pat. DeUgn loads for the anchors shalt be as noted in•tflas report 10, IDENTiFtCA11ON Each package of Quick Tle Anchors and Critic k. Connectors CA are..1 by this report shaft the labsted Witt 1lte enanuleat rer's name andior trademark, the SBCCt Public Safety Testing and Evacuation Services Inc. Seal or initiBla (S6.^Cf PST$ Est), and the number of this report for field identification. 11. PERIOD OF ISS11ANC.E SEE THE CURRENT EVALUATION REPORT tNDEN FOR STATUS OF THIS LEGACY EVALUATION REPORT. For information on this report c ritect: Michael P. O'Rear on. P.E._ 2051599-9800 a..rrysxooJg.a a9.€oa0 Rwd dSb % I O BO TO .JeW deT:20 90 TO JeW > -2006 16:57 DEPT. OF BUILDING SAFETY 912 201 4301 P.01/17 CHATHAIVZ COUNTY DEPARTMENT OF BUILDING SAFETY & REGULATORY SERVICES P. O. BOX 8161 SAVANNAH, GEORGIA 31412 912 -201 -4300 facsimile TRANSMITTAL To: c440c4a_ ti,s E,r.pr.1 Fax: ZeG crs From: GPEC=c42.1 At4PEF.sc.1 Date: 3 -!S" --c* rages: 17 Re: LI ` - -11E. 11 Comments: MAR -15 -2006 16 :5B CHATHAM COUNTY 98% P.01 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 8 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3389 P $7,644.00 $305,000.00 PERMIT #: 060156 TOTAL BALANCE DUE: $7,644.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786-5737 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT OG -o1S-4 %'- Q A-D V ita gJ- PI a, Location :gul6,- L L z -V-K)C. -r � Pc 2Do ADDRESS NAME PIN # � RECD EIVED TELEP Owner -k e4- C TnucTa.1 3o1 CAtut i AWc w ay - 11°4-Dr. r o , GA oArr cEhitngt eer i P ,c Ce .• C 22 e)tIs T L rL lzz 644-$A..).44644 / CA 4 • 233-91 4 3 Z33 -95'4% 3 F,4-( Building Contractor (Check all that apply) ❑_ New Construction Duplex Residential ❑ Footprint Changes ❑ Other Estimated cost of Construction: $ Construction Type l (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: r' ` ❑ Renovation ❑ Single Family O Commercial ❑ Repairs 30 OOCY (Enter appropriate number) (4) Masonry (5) Steel & Masonry ❑ Minor Addition ❑ Substantial Addition ❑ Multi - Family ❑ Demolition (6) Other (please specify) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan: # Units Z # Bedrooms �j pcu... # Bathrooms 2...11.2. PG' Lot Area 7a4 Living space (total sq. ft.) # Off - street parking spaces Z iptn- Trees located & listed on site plan ?Y Access: ___WilAttve._ PL3 Driveway 1 < (ft.) With culvert? With swale? Setbacks: Front 1O Rear ?> Sides (L) to (R) # Stories Z Height 35( 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 Construction debris will be disposed b afK,AC at I cceDT - fy�or- a,.+.) a•a. �1! by means of�,�,,� 5'r • 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 adverse , . ected. I accept responsibility for any corrective action that may be necessary to restore . . ' • , e impaired by this permitted construction. Date4b J itli-iDoc 01 3b k Pe Note: A permit normally takes 7 CItiK �� The following is to be completed t Zoning certification - Approved rezoning/variance? _ Street address and number: New Is it in compliance with City map? If not, has street name and/or numb( FEMA Certification attached State Energy Code Affidavit attachec 3;ic" ie 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 6.yri--3,7c,p1 Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager G ufkr- S ytf 19-4 Lo/f-A clewo seal) tS Date Z -Z3 - Ob a3 -U OS. FEES Permit b2 go, Inspections 70, Water Tap 656; Sewer Stub Aid to , • nst. 3381 lU TOTAL EICHHOLZ & ASSOCIATES 0 CO N ,--1 N '-4 g i A � h RECEIVED os MC o fit Pl'°1 I Uri. et1:v H 1133500' ££ --- 1 -7— tv STATE Or =ROA OMATRAN COUNTY ..3 nc7 OW WORM cMr. 76 ISO 7.649 HAS Nil sow 180 NOTES: 1. am 721 p DLS SOCCOM 1707 IRL HAVE A 15 PLR /MO SD[ SETMOC USE M0 0cio •MD U1U7 UEi116b116 M 901ei 2 NCLOEDke ID • HID' 106161 0001 C SAID 6/17" Ms 911 s LOCO= w Mi 6.-12 ROOD HOE • Kl. 1.07 47:06711S 15L 1• l5-1MA ei1 114■[22 WED O1•I742. BMOC WOOL 7 661E WO .o= 179 45 Il,11Ni • U71771 sill? PRIVATE ROA' FIFTH AVENUE 60' RAM ( NOT OPEN ) ROT'AENRS L cm, 8006 Se1-1 IY E 064 • 517-1.1 ►A[E 2. PLAT Cf 11110E &MD PT PC6CY WNW 11515 01A1 Of PlifiliTY ifIZI1 1646117L 117.3 1276, 04115 111/11a1 480.00' [MOo _ 1�{{l -s—aea -- '- MOW 1l MUM IM17.17 for ,d 11V 10 I. I I 1781 1 ci1411.. / 66y1 ./ nr /i 1' 115 - 17< I- 1 11131 N 17.c7fO' NMI r 1; al »n Ai 1 1 Si F ,i 1f'6100'I� f4Y7 J 7.1 1551 1 1 f5 1 1571 to.o UM � ilrl ;d 10 .;a J 1 ri 1 151 € ' 152 1 153 5 1 154 1 LOW 15.1,m { 1 152 1 154 y CCM Ora � • m e' 1 �- 7 �� n {0 ►. J _1 ll i it is L E. tc/ u7 eMDtl 1 bf stra 1 L eei?_l___ i1110 l � IMOD' RECOLi81NA11014 PLAT OF LOTS 159=157 & 174 —S81, WARD 1, TYKE ISLAND. GEOR01 ro1h f iQBERT M. OW lrr CATE OF WRYER VAT 30. 2005 DATE OF PUTT: MAY 30, 20 SCALE 1'.30 MS SWETT. AL LAM SI RS[YNC, P.G ICS iMt. .91YA Ul IUt. c I 17410 legl gr-on1 n AVD4 UE 60' 12/W _I v' Aro.*ier ve l-u,PG csfA aro...t\ocp C re-Ano mutt', he- rae..4- Crior 4o 4i.9- issU.O.rice. d- a TA.ere_ u3Al b e- CdwP ante 1..a t -41r.e.- og-rn tAXZ C.I.A. 1712 1/ 111]e0 < olemposa ^- Ael 1RD10D �e CAL PUT V K 16141 sun= Z11 ID SM, S 1945710r w TOP Of V_ II- Fin Ni%D 19 1Y� APPROVED BYTYAEE ISLAND ZONING N*4INISTRATOR =NM eC.I715'au' CIPHRS"R architects and planners 22 East Liberty Street, Savannah, Georgia 31401 PH. 912- 233 -9968 FAX 912- 233 -9543 DATE: PROJECT PROJECT #: SCALE: 3/1/2006 1:32:37 PM 2 PROVIDE BLOCKING f3E11M;EN FLOOR J015T ( NOT 5H0WN) FIREWALL 4 -HOUR RATED ( LII. #U490. NON -LOAt7 BEARING) TYPICAL WALL A55EMf3LY EA. 5117E OF FIREWALL A55EMPLY 2x4 WOOD 51UD5 ©16" O.C. W/ I/ 2" GYP 13D. ON INTERIOR 5117E W/ R- 1313ATT IN5LLA110N TYPICAL FLOOR A55EMf31.Y 14" OPEN WE13 J0151-5 ©16" O.0 W/ 5/ 4" DECKING GLLED & SCREWED i - 12" CMU WALL @ TENANT SEPARA110N I II WA�� PF1 -AIL 4-H01,11 A55W MI,Y SCALE: I" = I' -0" 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. Aluminum Clips Gypsum Board Ceiling Aluminum Clips Roof Trusses Area Separation Wall (Party/Fire Wall) Fire Blocks Gypsum Board Ceilings and Waits 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.