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06-0153 Rocker Construction_1of2
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 #: 060153 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 5 VILLAGE PL A APPROVED BY: at.h4-aftoovt.../ 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 #: 060153 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 5 VILLAGE PL B APPROVED BY: C4t.i62S-awfgrte7t. P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tyb+ee Island, GA 31328 Phone- (91 ) 786 -4513 extension 114 Fax: (912) 786 -9539 Permit Nn . oG - o /5 Owner's Name /. t)C t/_` -- A:30 e { Gen. Contractor Contact Number f Z Location Inspector Date t eniie+".tpd - --°- - Date Needed Subcontractor ..5,9;-.58 �/ll� �1��•� (.64,en)ex Type of Inspection 7 Date of Inspection FFM/ 4, -71 2Co 7 Pass -- 614 f 5E3 me_. oJ`� cr uii, (D 141,1-1,5 . P1S-kiepi. d, 4 ,r h cik Fail Z--77 t--2/474- 4)e-t-14t2leL" cipHERS DESIGN Co Gary Sanders, AIA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 architecture and planning June 6, 2007 • City of Tybee Island Butler Avenue Tybee Island, GA 31328 RE: The Village at Tybee Permit numbers: Building # 1 060102 Building # 2 060103 Building # 3 060099 Building # 4 060100 Building # 5 060153 Building # 6 060154 Building # 7 060155 Building # 8 060156 Dear Sir or Madam: RECEIVED � [o •,Q •ca"7 ?If The mold on firewalls at permit numbers listed above has been successfully treated and the firewalls should function properly. Coastal Environmental Services is the company that treated the mold and provides a 25 year warranty to guarantee there will no further mold issues with the units. The integrity of the sheetrock has not been compromised. Please find attached copies of the mold warranties provided by Coastal Environmental Services. Call with any questions. incerely Sande , Pres Design (A4 'Co. Eoe& ivizeicrs PsffecAks: Q(p- 12_01 F0RTiCEL `�;! Warranty Coastal Environmental Services, Warranty ID: 9366 , Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 5A Tybee Villages City: Tybee Island State: Georgia Zip: 31328 Square Footage 2500 Gallons Used: 2.5 Exterior Walls: Yes Interior side of exterior walls treated from floor to plate: Yes Spot treatment only of interior side of exterior walls: No Comment: Interior Walls: No Treated from floor to plate all walls: No Spot treatment only on interior walls: No Comment: Kitchen /Bath Wet Areas: Comment: Yes all Trusses: No Bottom Cord: No Web: No Under -side of Sheathing: No Comment: Basement: Yes Walls: Yes Walls Floor -to- Ceiling: No Spot Treatment: No Comment: Basement Trusses: Yes Complete application: Yes Spot Treatment: No Comment: Crawl Spaces: No Status: Date of Print: Approved 06 -27 -06 FORTiCEL Warranty Coastal Environmental Services, Warranty ID: 9374 , Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 5B 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 SECURIT 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. 5A 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 179 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N32 -00 -45 Long. W80 -50 -42 A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 6 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b , etc.) RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. 898 sq ft 380 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 ❑ 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) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/A0. 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) 7.3 17.0 N /A. N /A. 13.5 6.7 7.0 Check the measurement used. ® feet ® feet ❑ feet ❑ feet ® feet ® feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ 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 Signature T, SU.LTE 304 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, Su nd /or Bldg. No.) or P.O. Route and Box No. 5A VILLAGE PLACE For Insurance Company UsA: 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 NUMBS 008 NOTE C2 H T PUMP -----7 Sign 45 7 ate ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. 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 ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5A VILLAGE PLACE Policy Number City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT RIGHT InTI` t't r `tt rt°- LEFT U.S. DEPARTMENT OF HOMELAND SECURII Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICAT. Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name ROCKER DEVELOPMENT, LLC OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 5B VILLAGE PLACE City TYBEE ISLAND State GA ZIP Code 31328 Policy Number Company NAIC Number A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 179 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. N32 -00 -45 Long. W80 -50 -43 A6. Attach at least 2 photographs of the building if the Certificate is 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 c) Total net area of flood openings in A8.b RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 being used to obtain flood insurance. 853 sq ft 4 386 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)? DYes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR /AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized USGS E -56 Vertical Datum NGVD 1929 Conversion /Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 7.3 b) Top of the next higher floor 17.0 c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) N /A. e) Lowest elevation of machinery or equipment servicing the building 13.2 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 6.7 g) Highest adjacent (finished) grade (HAG) 7.0 Check the measurement used. Z feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / 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. El Check here if comments are provided on back of form. Certifier's Name MICHAEL J. GARDNER License Number GA. # 2285 Title LAND SURVEYOR Company Name WARD EDWARDS Address 138 CANAL ST Signature j SUI E 304 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. Renlarps all nr.vinus editions IMPORTANT: In these spaces, copy the , esponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 5B VILLAGE PLACE City TYBEE ISLAND State GA ZIP Code 31328 For Insurance Company Use: Policy Number 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 NOTE C2 E Signature ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) 8 PUMP 7 For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners 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. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 5B VILLAGE PLACE Policy Number City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT ATR ITS"' Rim 11,1 all ■ i Or RIGHT LEFT 06/04/2007 11:31 FAX 9123300" "R WARD EDWARDS June 04, 2007 Mr. Walter Rocker III Rocker Development, LLC, 1006 Hwy 80 East, Suite D Tybee Island, Ga. 31328 Mr. Rocker, /"WAD EDWARDS ENGINEERING • PLANNING • SCIENCE • SURVEYING I j 002 On May 23, 2007 we checked the new heights (after the Roof Heights were lowered) of the building units at TYBEE VILLAGE. We have determined that buildings 1A, 1B, 2A, 2B, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7A, 7B, 8A, and 8B (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 2 VILLAGE PL A & B 3 VILLAGE PL A & B 4 VILLAGE PL A & B 5 VILLAGE PL A & B 6 VILLAGE PL A & B 7 VILLAGE PL A & B 8 VILLAGE PL A & B VILLAGE PL- FOUNTAIN 05/24/2007 12:07 FAX 91233000 °G May 24, 2007 Mr. Walter Rocker III Rocker Development, LLC 1006 Hwy 80 East, Suite D Tybee Island, Ga. 31328 Mr. Rocker, WARD EDWARDS WARD EDWARDS ENGINEERING • PLANNING • SCIENCE • SURVEYING RECEIVED O Py C ] 002 On May 23, 2007 we checked the new heights (after the Roof Heights were lowered) of the building units at TYBEE VILLAGE. We have determined that buildings 1A, 1B, 2A, 2B, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7A, 7B, 8A, and 8B are below the 35' Building Height (from the adjacent finished grade) Limit as required by the City Of Tybee. I will be available (by appointment) to meet on site with any person or persons that would need an explanation as to the method we used to determine the Building Heights. Michael J. Gardner, Ga. R.L.S. # 2285 Please call me should you have any questions. ards: m Gardner 060102 060103 060099 060100 060153 060154 060155 060156 N N N N N N N N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION 2/24/2007 '0' 2/24/2007 '0' 2/24/2007 '0' 2/24/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 3/18/2007 '0' 3/16/2007 10' 1 VILLAGE PL 2 VILLAGE PL 3 VILLAGE PL 4 VILLAGE PL 5 VILLAGE PL 6 VILLAGE PL 7 VILLAGE PL 8 VILLAGE PL A &B A & B A &B A &B A &B A &B A &B A &B Permit No. Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Iybee Island, GA 31328 Phone: (912) 786-45/3 extension 114 Fax: (912) 786-9539 01 53 Owner s Name 7—) (er,. Lontrartot Contact Number Location .341k Date of Inspection Time Inspector Type of Inspection ° h 1-- ns riTc 4- elec. Date Requested Date Needed Subcontractor 03-/q-07 n 3- .?± 1/4)4r k (-)7(D) 5-?(O'L/L147 r I r ,0 0,1 t_.) 1m. -AL -6; 'N\ j Inspection Report City of Tybee Island 4f)3 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 fax: (912) 786-9539 Permit No. TD(a- 0 1 3 Owner's Name Gen. ContractorOC V...tr 0DS. Contact Number Location Date Requested 03-07-c.-)1 Date Needed Subcontractor 5 A -LB Date of Inspection 3/3j lype of Inspection eleC -C: es, a \ N\12 t Time • Inspector / Dec 12 06 11:35a MARK DOSWELL 912 - 897 -6932 p.1 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897— 6932 LA H5OSPI3EL L SOUTH. NET December 12, 2006 '1'o: Mr. Dee Anderson Zoning Administrator Tybec Island, Georgia 31325 From: Mark Boswell Re: Walt Rocker Project Miller Avenue Subdivision Corner of Miller Ave. and Hwy SO Tybcc Island, Georgia Dec, RECEIVED 12 t2 -O As per your request, we have inspected the project referenced above for compliance with the approved drainage plan. Alter 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, 7Y1a Mark Boswell (0-• 0102- O!o- o3 D 0- L)D99 pb _ 0t 00 Oto -0 ' 53 0e -DiS4 C)(0.015 pt�, -�ISto DEC -12 -2006 11:48 912 897 6932 95`/. P.01 " " I n s p e c t i o n R e p o r t C i t y o f T y b e e I s l a n d 4 0 3 B u t l e r A v e n u e P . O . B o x 2 7 4 9 T y b e e I s l a n d , G A 3 1 3 2 8 P h o n e : ( 9 1 2 ) 7 8 6 - 4 5 7 3 e x t e n s i o n 1 1 4 f a x : ( 9 1 2 ) 7 8 6 - 9 5 3 9 P e r m i t N o . U ( ' 0 { C 3 D a t e R e q u e s t e d ` O ` ( 3 " 0 O w n e r ' s N a m e D a t e N e e d e d G e n . C o n t r a c t o r < 7 ) c ���� 2 . l _ A 5 S u b c o n t r a c t o r / ' 1 L ( 0 U , ; i n t a c t N u m b e r P �� I e n a G t - 3 s - 3 l L o c a t i o n ( _ ) - - A t - ���� v . i 1 a s s , . - P I D a t e o f I n s p e c t i o n / 0 7 4 C T i I n s p e c t o r . J t y p e o f I n s p e c t i o n p . Q o . . ��J � 5 * * * * * * * * * * * **** —COMM. JRNAL— ** * **** * * * * * * ****** DATE OCT -17 -2( * * * ** TIME 10 :19 * *** * *IoK 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. RBBR NO. 001 OK a 4438877 001/001 00:00:20 —CITY OF TYBEE ISL. ***** * * * * * * **** * * * * * *** * * * * * * * ****** —CITY OF TYBEE — ***K* — 912 786 9539— * * ***** ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 937 Phone 912 -443 -5063 Liu 3 -geh') plo . 0107- Location Address: [ -A f q /? f . Lot #- Release Date: I 0 17 -0 42 Type of Release: Temporary V Permanennt w Subd Name: Electrician: L. St Qom.►, Electrician Phone Number: 362-0110 Owner/Builder:—P) aek,er' pvg.i0p0. 4A-1- [-LC, Phone Number: ('10(n 'Sa rt- 12-Qs) 1-13 \%;Ilasn., -P1. 2 -A V: ((ate �P 2- V ;:(as IPI. -� 4 -A V (.(a3e. ` 1. LLB Y:11a6f..??J. . 5 -A V: (l a5L1)1. 5 -B V ;i1asi,P(. late: late: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. Date Requested - I S o (n Owner's Name Date Needed - ( to Gen. Contractor JC / `- ).P`S* Subcontractor Contact Number J� c ' 59(0 1 Y Location Q_)2_,. Date of Inspection /)6 (/6 Time Inspector �1 Type of Inspection r e N sae L`T r.s (Q `F () PO ;5 P 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 Mo. 0(0- ai S3 Date Requested: D H I - O (p Owner's game: Date Needed: Gen. Co ntracto a 0 c IGoS Co Wi 51/4-k. Subcontractor: Contact Number: ---; u 4 c k �, 'l 5 9 co - 4 4 9 Location: 5' A 4- U Date of Inspection: Comments: Type of Inspection: i h S J 1 Q � o(, Fc 7)6 Inspector: �f 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. CAL - (-) s 3 Owner's Name: �+ Gen. Contractor: :j ,, L\u x l n fir" • Subcontractor: Contact Number: Location: Date Requested; CS-o3- o Date Needed: " (34- LD C-r)o) S9 T5*yL4 Date of Inspection: Vg‘ Type of Inspection: Comments: r oJg ', e_\Q c PSS I nsperto r; Pa34 Time of Inspection: ri Inspection Report City of Tybee Island 403 Butler Avenue P.0. Box 7 749 Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No OC - ()/S3 Date Requested: 8/3A' Owner's Name: Date Needed: E/ /A6 Gen. Contractor: A k <ie s Subcontractor: Contact Number: Location: S 8 J /A6 L 7L Date of Inspection: a /`/k‘ Type of Inspection: l✓ Comments: " / • , t pc,;( ,e7 A /< , 4,45' / or,,,./ /L;i/ P r'/ t 3;,�� 11/. c 7/ c/ Time of Inspection: ,g ) 0 +41llrj e rh? -:,. Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 7 749 Tybee Island,, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No. 0 (.a - O I c 3 Owner's IMame: Gen. Contractor: ���.1� CC.) INS+ Contact Number: Date Requested: Date Needed: Subcontractor: �QCo- 1LI-0ca C�cn -15 -Q h (71o) 59(0- $14 9 e ) �{L Type of Inspection: i� Q Location: -+--, B oy 4c Date of Inspection: Comments: Pas p0. er Inspector: 7 1 • t Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.U. Box 2 749 Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No Dc 0 1 5 -3 Date Requested: 0 44 - 17- 0 co Owner's Name: Date Needed: o Li -1 ?- 0(.., --P.a.,- Gen. Contractor: C nn „I Ste' Subcontractor: Contact N umber: C m, c (�,3 `- 3 3 W 0 Location: , l Ca s _ 1 Date of Inspection: 4-11.06 Type of Inspection: s ( a Comments: Inspector: 7a0 Time of Inspection: Inspection Report City of Tybee Island 403 Butter Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No= 0 V V I Date Requested: OL/ I3-o(.9 0wnP.r'G Name. Date Needed: 10`/-/9-0L. Gen. Contractor: (' n S `c . Subcontractor: Contact Number: ---JJrt c1-1 (')10 ) 5q(o- y49 Location: 5 - . Vil PI . Date of Inspection: y'A4 iG Type of Inspection: (). h Cip FS 1 a h --p I j ',v. to ! r--2.-- Comments: Inspector: SO Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue R.C�= Box. 2 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit Mo. (..710 - 01 s3 Date Requested: 03 - 0(0 Owner's Name: Date Needed: L7 ,3 - 0 to Gen: Contractor c. k iJ C ‘3 ^ Sir Subcontractor: Contact Number: 1 0 rm j\ r r Location: 5 A 4- -a V'ti Date of Inspection: 3. • )g Type of Inspection: Comments: enolzg" Inspector: 7007 Time of Inspection: 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 ACCBLDG ACCBLDG CONST CONST CONST CONST CONST CONST CONST CONST CIPHES architecture and planning April 11, 2006 Mr. Chuck Bargeron Inspections Department City of Tybee Island, GA DESIGN Co 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 two ram rtcata iRnn.c tvrnca.I yin. FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) Design No. U434 Bearing Wall Rating —1 HR. 0 T 6 4 4'O.C.:MAX. © 0 . i ! ! i i' 1!�! �' III 0 24'O.C. MA . • • HO ' IZOITAL SECTION b O YE TMCAL SEC ON 1. Floor Ceiling R — - Channel- shaped, . 3-1/2 in. wide with min 1 -1/4 in. legs, ricated from min No. 20 t. (0.0329 in. min bare metal thickn ) steel or No. 20 MSG (0.0 m. thick) galvanized steel. Attached to r and ceiling with steel r - a • spaced not greater than 24 ' O.C. 2. Steel Studs — orrosion protected steel studs, 3-1/2 in. wide, min No. 20 0.0329 in., min bare metal thi ) or min No. 20 GSG (0.036 ' thick) galvanized steel or No. 20 (0.033 in. thick) cold formed, p ' ed steel. Studs shall be des" accordance with the current edi . in of the Specification for the of Cold- Formed Steel Structural ' embers by the American Iron an 1 Institute. All design details g the structural integrity of .. wall assembly, including the . design load of the studs, shall be specified by the steel stud desi and /or producer and shall meet requirements of all applicable code agencies. The max stud shall not exceed 24 in. ' .C. Studs attached to floor and ers with 1/2 r. ti • Z.? • n in. long Type 12 steel screws on both sides of studs. 3. Lateral Supp Members — - (Not shown) - Where eral support • studs, support inay be provided by m straps, charm , or other similar means as specified in particular stee..tud wall system. 4. Gypsum Board* — - Any 5/8 in. thick gypsum w Classification Marking as to Fire Resistance. A with joints fastened to studs with 1 hi. long Type spaced 12 in. O.C. for lat- of steel design of a I. I I ._. pplied v 512 steel ally the FIRE RESISTANCE RATINGS - ANSIIJJL 263 (BXUV) ypsum Board (CKNX) Category for names of Classified Campania. 5. Me Lath — - Paper backed small diamond mesh, expanded steel, min 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 scree ws. The screw head diameter is in. Spaced 6 ' O.C. 7. Portland Cem • Plaster — - 7/8 in. thick Applied Scratch coat coals ' g of 100 lb cement to 50 lim , sand; brown coat • ting of 100 lb cement to sand. 8. Batts and Blankets* glass fiber or mineral Marking as to Fire Rends See Batts and Blankets (B nies. 8A. Fiber, Sprayed* — As an al Spray applied cellulose insulati water to completely fill the application instructions supp city of 3.0 lb /ft3. U S GREENFIBER Lion. 8B. Fiber, Item p Y p tioopli th the 9. Joint • - (Optional) - Pla Batt material Max thi.. ategory 1. long 112 o coats: 05- 1 /2cuftd lime to 6 cu Ito{ Placed stud cavities. Any be g the UL Classification 3-1/2 in r names of Classified Compa o Batts and Blankets (Item 8) — terial. The fiber is applied with vity in accordance with the ith product. Nominal dry dew L C — Cocoon ilized cellulose insula- Sprayed* — an alternate to Batts an 8A Spray a cellulose insulation ma ed with to interior surfaces in accord• mstructi plied with the product. Applied enclosed vitypMinimum dry density of 4.3 po NU- L CO INC —Cellulose Insulation' 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 of gypstmt wallboard. the UL . • Blankets (Item 8) and The fiber is with the applica • completely fill per cubic ft 'zed joint orated • :: I II I • to y Design No. U435 Assembly Rating — 3 Hr or 4 Hr (See Item 4) Nonbearing Wall ov 24' O.C. — j • tCSf i •?on ^. " --irw" Rli -ri 0 CEILING • 0 . FLOOR 1. Studs — Channel-shaped, 1 -5/8 in. wide by 1 -1/4 in. deep, with 5/16 in. folded back return flange legs. Fabricated from No. 25 MSG 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 2005 FIRE ESISTANCE DIRECTORY X FIRE RESISTANCE RATINGS - ANSWL 263 (B UV) 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 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 4. Gypsum Board* — 1/2 in. thick, 4 ft wide with square or tapered ges. 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, 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. front 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 joints. 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. 1 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 verti�y. 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 g from the joints in the adjacent layer and on opposite sides of ds. AMERICAN GYPSUM CO —Types AG-C. CANADIAN GYPSUM COMPANY —Types C, IP -X2 113C-AR. BPB AMERICA INC —T FRPC, Prolloc Type C. BPB CANADA INC — ProRoc Type C. G -P GYPSUM CORP, SUB OF GEORGIA - PACIFIC CORP —Type 5. LAFARGE NORTH AMERICA INC —Type LGFC -C, LGFC- C/A. NATIONAL GYPSUM CO Types FSK-C, FSW-G, FSW-C, FSMR -C PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS, INC —Type PG-C. STANDARD GYPSUM L L C Type SG-C. TEMPLE- INLAND FOREST PRODUCTS CORP —Type TG-C. UNITED STATES GYPSUM CO —Types C, IP -X2, II5C -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 Tyyppee IP -X3, ULTRACODE, ULTRACODE SHC or ULTRACODE W C. UNITED STATES GYPSUM CO —Type 1P-X3, ULTRACODE, FIRE RESISTANCE RATINGS - 'ANSVUL 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) MN MEW W. W ,. 0 0 0 0 00 0' CEILING ALTERNATE CEILING DETAIL °l '° ° 11 ° To i, o IR 1 0 - shaped, 1 -5/8 in. wide by flange legs. Fabricated fro in. less than assembly h spacing 60 in. OC. • 1. Studs — folded back 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 end. 3. Floor And Ceiling R wide by 1 -1/4 in. deep, Attached to floor and 4. Steel Truss Members — F. designed in accordance with lion, and Erection of Stru I . American Institute of Steel between the steel studs and sum wallboard. All connections accordance with the AISC member shall be 3.75 plf. 5. Gypsum, Wallboard* — For thick, 4 ft wide wallboard be applied vertically with • 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 tapping steel screws board, 12 in OC for board. CANADIAN ULTRACO UNITED ULTRAC USG ULTRA For 3 Hr Ra with square or joints can horizontally. tapping s layer with 1 fastened to Type S. and seco screws 1 each be stagg side of s M. feel runners, 5-1/ in. self - drilling, s ds wiut}n .ce wi •ce I 4' FLOOR in. deep, with 1/4 in. No. 25 MSG galv steel, ght r Type 1 or Type 2 brac- . long. Fastened to the studs - tapping steel screws in each wall.. 5-1/4 in. long and 6 in. three ype S wallboard screws at each 1- shaped runners, 1 -5/8 in. red . I No. 25 MSG gals steel. th .. teners spaced 24 in OC max. with structural steel members cation for the Design, Fabrica- for Buildings published by the ction. Truss members to be located members may not contact the gyp - hall be riveted, welded or bolted in lions. The min weight of structural ting— Two layers of 3/4 in. re or tapered edges. Inner layers to over studs. Outer layers may t layer fastened to studs with screws. Second layer fastened long, Type S, self- tapping the first layer with 1 -1/2 in. ted midway between each and spaced 24 in. OC. . 24 in. from the •oints tads. The Type S, r the inner layers of wall- from the edge of the Hr :Y I sq is cen tally. :.pings•. with 2 -1/4 also secured steel screws .int of each ... to be sta on opposite side o be spaced 24 in. OC e outer layer and 3/8 1 • • YPSUM COMPANY — �.. IP -X3, ULTRACODE, E SHC or ULTRACODE ' C. TES GYPSUM CO —Type I' -X3, ULTRACODE, DE SHC or ULTRACODE t o 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 •. pared edges. Inner layers to be a • died vertically with over studs. Outer layer may be app • • vertically or layer fastened to studs with 1 in. L. g, Type S, sell- s. Second layer fastened to studs .. . ugh the first /8 in. long, Type S. self- tapping steel s. Third layer ds 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 . 24 in. from the joints in the layer below and on ds. The Type S, self- tapping steel screws to be spa • • I. • .. to p2site 4in. 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, AlA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 to, RECEIVED G 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. Jahett M. Lewis Vice President for Ciphers Design Co JL/blp ._._. 60103 060099 060100 060153 060154 060155 060156 2•d I! Ri ICFER Ci iN'= .TRLii =TIDr4 N N N N N N N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION Et•S6 -EE0-216 '.24:'2L11_7 lit 2/24/2007 2124/2007 2/24/2007 3/16/2007 3/1612007 3/1612007 3/1612007 0" "0" -o- .0. "0" "0" "0" 1 .ILL-6E PL E COPT =T 2 VILLAGE PL 3 VILLAGE PL 4 VILLAGE PL 5 VILLAGE PL 6 VILLAGE PL 7 VILLAGE PL 8 VILLAGE PL A &B A &B A &B A &B A &B A &B A &B CONST CONST CONST CONST CONST CONST CONST RwU BIS :1T 90 22 JeW CIPHERS 22 East liberty Street DESIGN Ca Savannah, GA 31401 912 - 233 -9968 phone 912- 233 -9543 fax FAX TRANSMITTAL To: Chuck Bargeron Company: City of Tybee Fax. 786 -5737 Phone: From: Janet Lewis CC: Date: 3 -22 -06 Pages: (incl. cover) 2 Re: The Village at Tybee Ciphers Project #: 0521 Remarks: Please call with any questions. FAX TRANSMITTAL -NEW I 'd Et'S6 -EE2 -216 Raul eTS =TT 90 22 JeW CIPHERS 22 East Liberty Street DESIGN C9 Savannah, GA 31401 912- 233 -9968 phone 912- 233 -9543 fax FAX TRANSMITTAL To: Chuck Bargeron Fax: 786 -5737 From: Janet Lewis Date: 3 -1-06 Re: Company: City of Tybee Phone: CC: Pages: (incl. cover) 18 Ciphers Project #: 0521 Village at Tybee Remarks: Please call with any questions. Thank you "5-e. ?Rook 51) I te-C._ q/Z r7 aq - sg $s �7q-- (0S95' cec,c.., FAX TRANSMITTAL -NEW T •d Ct,56 -EE2 -216 Rwb dS0 =Z0 90 TO JeW Z•d 9911A PAGE 2 OF 17 The threaded stud is Instated In a predrilled hale Which has been drl8ad with ob8complying wthAN .41894.14. Thy hob led&NYed ro a epec8tod ssbm 9116 Inch derhate fa 1(4 Inch diameter wire rope end 718 inch diameter for 318 inch diameter wire rope and t nbedmera depth 4 Itches ho 1/4 inch diameter airs rope and 6-314 Inches far 318 Inch reantater wire rope and cleaned rasing compramad air and a nylon brtBh. The InIseran gel epoxy Is lejectedinto helots, starting et the bottom end gradually mowed uhnvard unMto hotels approximaleryons- heaftlf. The threaded stud is enamel. vanes caning, until epoxy flows out oldie top of the hole, belt entat elrg thOSbld. Bond alergt hsreduced al elevated temperatures, see marxda4•keeo inerebre. The hardening and coring tune at afferent terpetahves Ice rho epoxy le lifnaiald by the mantdad4rer {60' F slow set gel lima is 43 rninutroo and wring tins L4 3E hours). The Ire:t itt ce the epoxy rester* two years men= . Sled$ Inspection is reopi ed Mr a,..tenimn are moon. rea Section 5.4 of fic repot. LEGACY REPORT Structural Quality, Grade 50, also 1 F.. 651:S1,1Fv = 813 ke0 sleet born G90 zinc coating. The 3 inch x 3 kith quiet Sher carttaks a 9116 Inch x 1-1/4 Inch slotted hots cantered on the diapered ut the washer. The washer Is aehWatsued from ASTNI A 570 Sty* with F r, 45 kst and F, a Op kai. The assembly is to be instaited with a 14 inch diameter boa through the 3 etch x S inch patch of th€ tent stop and tie 8 ixh x 3 inch washer. A standard, round washer or a apt, l)8 inch thick locking washer and a nut on the bah complete the? ring/toeing. Neils we driven through the whaler hates tide* seep into the mod nerds, beams. %UM= or rufd.ro ±+7 o?hiplete the Insiadaiion, 4.3,5 Quick Hold Doom Anchor, O IO2:Coneistefofrocparte, a 12 gauge (0.0984 itch) gohiiz$d steel, bent strap and en umoeted. 3 inch x3 inch a to inch 00.504 inch) steel washer. The siren is 3 Inches wide and 14 inches long to blare kin, At 9913A Issued Aft 8 I, 2006 16G Evaluation SenrCcr/ Inc. ono..8383 '1°11'461‘. tria wawa, writer, Otxunu 60901 • t5�I 6960143 clod" at/�Rfe•7i 9oQAMnlc 6°'&R•0. Bari, ,Atdsta 85213• a,c,3 09.9EE00 WWW.icc.ss,O% Radios Office a4061 Wed FksewrioiLCom*yI ii Has, lanais 69478. Vern 7992065 The Suboerfmittea on Enralindien has reviewed the data &tit:c a b:idler compliance with the Standard8dlo5ng Coded: Me SACCt Standee for liar rsae Resistant Residential Consvusdone $570 1049, the 1998 k1Mntaflonal One and Two Family Dwelling code and the Florida Building Code 2004- Budding and submits to the Bing Mott or other authority having jurisdldion the following repot The Subcommittee on Evaluation, and ICC.ES and Ito staff are not reepohtalbIs for any errors or omissions is any doctnnerrts, calculations, drawings, specrll ^_abort; leak or summaries prepared and submitted by the design professional or premier of record that are Rated in the Bubslentlette Data Section of title report Piton of this report werepreviouety i ciuded in Evaluation Reports 9903. REPORT NO.: 99134 . EXPIRES: One the currant EVALU7i f1OP1 REPORT INDEX CATEGORY: HANGERS AND SUPPORTS St18131TTELt BY: QUICK TIE PRODUCTS, INC. 2931 POWERS AVENUE JACKSONVILLE BEACH, FLORIDA 32237 9047329377 yota sgskjie„_ugjas.rtarnn 1. PRODUCT TRADE NAME 1.1 Quith TieT' Syelem (07S): 1.11 (Tip,") 114" Quick lie 1.12 OT34X) 318' Quids TAB 1.1 Quick Connectors: 1.2.1 HA4 1,22 MS and LS 115 ROTS and Fn'S Twist Shops 1.24 Q9631 Quick Modal -Down Anchor 12 O1 t?^_ Out* l idd•Dow n Anchor 2. APE OF EVALUATION Structural: 2.1 Wind Load Uplift 22 Wind Loadt.etaal 3: USES d DESCRIPTION 4.1 Sonora) The Qu'icli Tier" System is a fabricated root and wail &ro a:Ong system conwstng or a wire rope with threaded studs swaged to earth and. The threaded studs are endx dded kdn hardened concrete by Milne and using flaw adhesive to rihrchor In the foundation. •Tlra opposite studofthewireropedish shethreaded Stud is extended vedicaty 10 the top of the shut weft where a steal pinto and red ire, tamed to anchor why top fgoie. Wood rusees, treaders and bottom plates ere oonected with Ouick Oonneatorsto uroxidecisolarbon ofloadtothevanc-e!wlrerope. Componentsof the system are listed in Section 421jial erials end 4.3 Quick Conncdms. • 4.2 Quire Tram. Syeieme (OTBI • Maeadale • 4.2.1 Qufra; Tie'' arm and QTC4X): Aircraft wire rope, either 1(4 inch diameter or338 'dlanieter.Threaded St ck:iarestriged ono eat% end of the wire rope, t inch x6- 114 inch With 4Mentz or threads for the 114 itch titre rope and 314 inch x $ Itch with e Inches rA bawd ror the as Inch hira rope. kxiividM6 Mires ars 0.090 inch dtaaater, or srrtpger, with minimum F„ .' 468.000 psi. IX indicates the length Ih feet) QT(X) 1/4" akowlt wire rope, 1/4 'such diameter, 7xi9, galvanized steel with a breaking strength of 7,000 points. ind etiluat wires in the wire rope ere ovanited will 8 nirimuni of 0.10 minces per squthe foot of unmated wire *trace. tiT31X1 378 alrcraR cis rope. 3i8 inch diameter, 71019 galvanized steel with a breakkhg strength of 14,000 pounds. InfAvidual wires In the wire rope are galvanized with a ninkmlm of 0.10 ounces per square foot of uncoated woe Oritece. 4.2.2 Washers.lttient and Nuts: Steel plate $ Inch x 3 inch x 1/4 inch ASTM A 36, cc A 259/284 or A 570, n them yield strength of 33 lost and mkuinan ultimate strength 0l 45 Ka. We ere '4 inch Grade 2 Hex Nuts with kick washers. 4.2.3 01009 Quick Sat Epoxy: The epoxy tt a driuele label, H5200 brand, manraadilreti by U.S, e10ha, Oho. ICGES Legacy Repret ER-4298, a ton component etru will epoxy imodbyanktualteei . Ina epoxy Imitation ge{ spadlaged in foil parim or cartridges which are inserted IIb the 11x4 text dispensed throagn a disposable static mixing The injecton gar is a mixed product obtained by mixing to base mein with a hardener. The ccmpcnerde ere remixed on a ore- tn•one ratio in a static mixer. Tho hardener (scoter aided ir) redaruthe basemen is podded it a white fva peck. An akergate slow set Quick Tie and Ctu ck Connectors are uSed'to anchor wood stud ' b' used and Is petdmgad fn bl lot pier= walls and rood harm mint a:we b the bondable+. O :t- rSt+yc_rrixn, :: ,•chi•. reonw::k'Nhy+Nrrmd@(matord-oraor mh••.utrlrct�n.,rr,�tlr dt�b..xW.u..ur -$ry Sr A•a,nben, n,rs : :.irrrti�w rf:rr. afj:r: ,JriNnpenwartem osiarxrr-f+r ie car Anvil re..nvtte %CV Evakalive5r, *,. rc,..eq.,∎ariayrrai mF,a4rr4 .,neerne•rihcarmwa•.P, ra.rn••i•., :rnr.•nt M ,7v rywrl Coryirtatxo aO94 ..1 EbS6- EE2-2I6 r nc,_70O .-VTR Pop 1 et e,etusitoo"tn -2t egdoeg dio : To so To .1eR RLUd dS0:20 90 TO JeW 0913A PACT ? OF 17 The threader: -stud is installed in a tired toed hole which has been drilled with a it contjatytne with ANSI 994.14. The hole is drilled to a specified size 9/16 inch diameter for 114 inch diameter wire rope and 7/3 ;hilt diameter or 3/8 inc diameter wire rope and embedment depth 4 inches fro 1/4 inch diameter wire rape and 6-3/4 inches for 318 inch diameter wire rope and cleaned using compressed air and a nylon brush. The injection gel epoxy is injected into the hole, starting at the bottom and gradually Moved upward until the hole is approximatslycne- hatffult. The threaded stud is inserted, while turning, unit ericucy flows out of the top of the heft~ take err edarig the stud. Bond strength is reduced at elevated temperatures, see manufacture's Literature. The hardening and offing time at different temperatures for the epoxy is spealied by the manufacturer (60° F stow set gel time is 45 n*nutee and airing tiros is 36 hours). The shelf life of the epoxy resin is two years minimum. Special Inspection is required torinseilling the 01000, see section 5.4 of this report, 4.3 Quta't Coruhetern 4.3.1 t.�ulit Connector MM Hurricane Anchor: 18 gauge (0.0461 inch) 'hid( anchors used to fasten wood rafters and petted world : i, sesti le weed top. plates. The a ncfinms are tined to resist uplift toads, and forces applied parallel to perpendicular to the top er: etas. The anchors are manufactured from ASTM A 653, Structural Quality, Grade 50, Claes 3 (F„ - 70 ksi, F. a 50 Ikei) speacattuns With a G 90 zinc coating. d 3.2 Quick Connector LS 8 MS Series Strap: Light Straps (LS) am 20 gauge (0.0356 inch) straps, Medium Straps (MS) are 16 gauge (0.e57$ inch) straps. Tito straps are rnah,ufaottuad in lengths varying from 9.6/8 inches to 48 -5/8 inches. Each strap is 1-1/4 inches wide with nail Itcles punched at intervals of 1 -1(2 inches along its length. The nail holes are staggered eaves the width of the reap, Al the nederigih of each . rap is located a holetess area 3 inches long The purpose of this space is to rrevide a distance of 1 -1/2 inch between the joint in the wend being joined and the first nail hole on either side of the joint. The test lice nails on each end of the strap are spaced 3/4 keel span and are staggered across vie width of the strap. The straps are manufactured front ASTM A 653, Structural Quality. Grade 50, Class 3 (F„ = 7016l, F, 0 50 ksi) speciliCailons witst a (90 zinc riffs line,. 4,3.3 Quick Connector MT8 and NTS Series Nast Stress: The straps are manufactured in lengths varying from 12 Males ts inches. The steeps have aasi offset shape to allow for twisting and !tending. Each strap is 1.250 inches wide with a double tow o' nail holes punched at intervals of 1 inch staggered each side. The Mf'S12, MTS'le, MTS 20 and MTS24 are 16 t,iauge. The 14r620, FiTS2-t and l- IT.ZS233 are 14 gauge. This straps are manufactured from ASTM A 613, SS, Grade 33, (F„ ,: 45 ire:, F, _ 33 icsi) specifications with a G 90 zinc coating. 4.3.4 Quiet: Ftnld Down Anchor, 01104: Consists of two parts, a 14 gauge (0.075 inch) galvanized steel, bent strap and an uncuateae 3 inch it 3 inch if 3 gauge (0.239 inch) steel washer. The strap is 3 inches wide and 14 inches long to bend fine. At one end, the lest three inches of the strap is bent t90° to the remainder of the strap. In the center of the 3 inch x 3 inch portion of the strap is punched a 9115 inch tfratttefer hole. The tong part of the 0HO1 contains nine pat (eighteen total) of Eusnchtrct ham, 0.185 inr hre in diameter, and spaced 3/4 Inch apart for nail ng. Each pair of nail holes is offset 3/8 inch from the nail holes abeve and air below. The first four inches of the bent strap, above the 3 inch x 3 inch portion, do not contain nail house. The galmretesd bent seep is talericaled from ASTM A363. Structural Quality. Grads 50, Class 1 iF, r 55 KS1, F. Iasi) Th steel from G90 zinc coaling. The 3 inch x 3 into+ steel washer contains a eta inch x 1 -1/4 inch slotted hale centered on the diagonal of the washer. The washer Is ntatutacch,red From ASTM A 570 steel with F . 45 ksi and F, a 3b Pei, The assembly is to be installed with a it inch diameter belt through the 3 inch x 3 inch portion of the bent strap and tae S inch v. 3 inch washer. A standard, round washer or a Spa, ea inch thick locking waterer and a nut on the bolt complete the anc teeing. Nails are driven through the smaller holes of tie strap into the wood studs, beams, trusses or rafters to coi tplete the installation. 4.3.5 Quick Hold Down Anchor, Caen: Consists of two parts, a 12 gauge (0.09,84 inch) gelvar:feed steal, bent scrap area an uncoated, 3 inch x 3 inch x SS inch (0.500 etch) steal washer. The strap is 3 inches wide and 14 inches long to hand line. At one end, the last three inches of the strap is beejt 90` to the remainder of the strap. to the center of the 3 irieh x 3 inch portion of the strap is punched a 5/8 inch darnel* hole. The long part of the QHD2 contains 15 parr (30 tota »,of punched ivies, 0.186 inches in diameter, and spaced 3/4 inch apart for nailing. Each pair of nail hc'.os is offset 3/8 inch from the nail notes above and/or below. The first tour inches of the bent strap, above the 3 inch x 3 inch potion, do nct contain nej holes. The galvanized barn strap is fabricetso from ASTM A 85e, Structural Quality, Grade 50, Class 1 (F„ a 65 Kali Fy = Cal tool) heel from G9) zinc coating. The 3 inch x 3 inch steel washer contains a 9/16 inch x 1-1/4 inch slanted hole centered m the diagonal of the washer. The washer ismanufacdared dram ASTM A 36 steal with F, 58 ttsi and F 36 ksi. The assembly is b be installed with a 518 inch diameter boii through the 3 inch x 3tinch portion of the bent strap and the 3 inch x 3 inch washer. !A standard. round waster or a split 1/8 inch thick locking washer and a nut on the bale ; tmpiete the andharre. Nails are dn',+E.r theregh 1hs smaller holes of the strap into the wood studs, barns, rr uses a rafters to complete the instaliation. 4,4 Design Leads Oesign load tables are shown restow with all7wat,t load of the connectors, fastener sctteduta, dimensions of connectors, and clra rim; of cenneasts. 5. iNSTALLAi1QN 5: Germai ()Lick Tie and Quick Connectors ale installed in accorca ice with the manufacturer's published installation instructions and this report. The system etratl')e installed by oarctrai.iori trained and licensed by Quick Bracket, inc. The manufedurees published installafon instructions and this report snaiIbs strictly petered to Gad a copy of thirst- instructions that be evadable at all times on the job site during installation. The Instructions within this report govern if there are pny contacts between the manufactures ins ructions and ibis import. 5.2 Foundations Ceick Tie /o ator Sans are ankended into c gore a fet;nda:iore that are minimum 8 inches thick with a minimum compressive strength of 2,500 psi, The bolts shot have a mi lance edge distance of 2- 1 /4lncte l for 114 inch diameter wee roae and 3 -1/2 inches for :318 ate diameter wins rope. hid eat bi spaad a' a-a L062 -r;88 -STS eJtysmooJg•c a2aoes dTE:TO 90 TO JeW E'd EfrSG -EE2 -216 RWEJ dSO :20 90 TO JeW Mar 01 06 01 :23p Gee a R.Brookshire 912 -882 .07 p.3 ir'd EbS6- 662 -016 RWd d90:00 90 i0 Jew ....,_ LEGACY REPORT 9913fft, lssraad Atrli 1, 2004 ICC Evatitttilttl3ort Sea wire -, Inc. 1 Office .5:960 Workmen kill Road, Whitler, C aitorrra t90S01 I (562j di ;43 Regional Office a eco AiorrtalAir Rear!, 9alteA. 3imdfi3l in. Arabams 35213 • rift,, Shaheen way w.lcC- e"M.org Regional Office • �St West Roas,noor Road. Country dub Hee, lanais 50478 a (?os} 7994305 The Su n)cranhikice: on Evaluation has reviewed the data submitted for compliance with the Standard Building Codet6y, the SECCf &endued fop Hurricane Resistant Residential Consfructktn(1 SS71) 10.99, the 1998 international One and Two Family Dwelling Code, and the Florida Building Code 2001- Building and submits to the Building Official or other authority, having jurisdiction the following report. The S dicer rnittee on Evaluation, and ICC-ES and Its staff are not responsible for arty an-ors or omteeions to any documents, calculations, drawings, specifications, texts or summaries prepared and submitted by the design professional or sparer of renorrl that are listed In the Substantiating Data Section of This report. Portions of this report were previously included Eaablation Rupo % PZ13. REPORT tti O.: 1913..3 EXPIRES: Sec:, tins current EVALUATION fiEPORF INtJ'r�m CATEGORY; HANGERS AND SUPPORTS SUBMi1'T6:9 EY:. QUICK TiE. PRODUCTS, iidlC. 2051 POWERS AVENUE JACKSONVILLE. BEACH, FLORIDA 32207 904- T324 3T7 wrvlw_oriirjdio t adusa-te.cort3 1. PRODUCT TRADE NAME 1.1 Quids . lElrr" System (CTS): 1.1. I OT(X) 114' Orrick Tie 1.1.2 Cfr3(X) 3i8" Quick Tie 12 Ouick Connealars: 12.1 HM 1.2.2 MS and LS /23 MT ; and 11T'S Twist Straps 12,4 QHD1 Quick Hold -Down Anchor 12.1 OHM Ovid; Hold-Down Anchor 2. SCOPE_ OF EVALUATION Structural:. 2.1 Wind Load uplift 2.2 Wind Load Lateral 3. USES Q ck Tie arid Quick Connectors are used to anchor wood stud walls and rn4f fra . . members te ttte foundation. DESCRIPTiO 4.1 General The Quick Tisal System is a itionr.*tetl rod and wall anchoring system consisting of a wire rope with threaded studs swaged to each end. The threaded studs are embedded into hardert•.ao concrete by drilling and using epoxy adhesive to anchor to the foundation. The opposite end of the vase rope with tie threaded stud is extended vertically to the top of the stead ,all where a steel plate anti nun are used to anchor the top plate. Woods trusses, headers and bottom plates are connected with Quids Cot rnectors to provide disc; ibutia r of load tothe vortina wires rope. Components of the system are listed in Section 4.2 Materials and 4.3 Quid!. Connectors. 4.2 Quick Tien Systems tars) • Materials 4..1 Wick-flew, QT(X) ancf QT3(Xl: A:rtratt ;mine row enter 114 inch diameter or 3/8' diameter . Threaded Studs are swaged alto each end of the shire rope, him* x6-1/4 Itch with 4 inches of threads for the 1/4 inch wire rape and 3/4 inch x 9 inch with 6 inches of thread for the 3/8 inch wire rope. Individual wires are 0.030 inch diameter, or smaller, with minimum Fd • 268,000 psi. fX indicates the length in teat) QT(X) 1/4 aircraft wire rope, 1/4 inch diameter, T:19, galvanized steal with a breaking strength of 7,000 pounds. individual wire~ In the wire rope are galvanized with a minimum of 0.10 ounces per square fool of uncoated wire surface. 073(X) 318' aircraft wire rope, 3,18 inch diariieter, 7xi9 galvanized steei with a breaking strength of 1.,000 pounds. individual wires in the wire rope are, lvenized with a minim' ire of 0.10 ounces per square fool of urncvaled wire aufra)e. 4.2 .2 Washers A8W43 and Nuts: Steel plate S inch x 3 inch x 1/4 inch ASTM A 38, or A 233284 or A 570, rniitimurn ,Meld strength of 33 nisi ti and minimum ultimate strength oV45 'mi. Nuts are Vi inch Grade 2 He' Nuts with !ock washers. 42.3 01000 Quick. Set Epoxy: The epoxy is a private label, iiS200 brand. manufactured by U.S. Anchor, tins. ICC -ES Legacy Report ER- 4398, a two component stardom/ t epoxy dispensed by a manual tool. "tire epoxy injection galas packaged in foil packs or cartridges which are inserted Mtn the tool and dispensed through a disposable state mbting riuzzJe. The injection pet is a mixed product obtained by nvtong b bass resin with a hardener. The components are mixed on a one- to-one ratio in a static mixer. The hardener is color coiled in red end the base resin is provided in a while foil pack. An aiterriate slow set hardener may be used and is pack cd in blue foil packs. fl'.r.prr . rats re' .,.r,I...:rr.,rm.4t:rntVrM•d,S .r: irks.:;, grant. al.,', taregt1!.:1 tux tpe 41e4:1: atkfr'urvr uaa:,a. :'a.IV n5..01•1, 01 maa ..•nek..xw.ierVii:erro.'.¢.,t aftbe report or a rt,.visw eo arias frr is ran. There it co uvurnnrr kr lCC Erahrntla' Sar,vee, rm.. ,s'en't" or ienr.hed eu mogr fine r44 or other wki c in Mu strew. krpe to nor modal nnS.Y+,•l h_ ay re mimeo it•n %200 i."01 IA:ma- aee -a T6 S'd EtrSS- CC2 -2T6 ea=ys>7Ora.4g •6 eL,aoe9 Pawl ear 11 dCZ : T Q 90 IC -teW Rwd d90 :20 90 TO JeW PAGE 3 OF 17 9913A required to resist wind uplift load. The bLeldations that be designed to resist the design loads determined to accordance with Chapter 16 of the Code. 5.3 Nail Construction Wood framed wails shell be constructed of top and bottom plates at minimum Southern Pine, No. 2 Grade, minimum 2 inch nominal thickness with a specific gravity of G _ 0.555. Studs shall be a minimum Spruce Pine Fir, Stud Grade, minimum 2 inch nominal thict•?1esc with a Specific gravity of G 036 spaced 16 inches on center. ltii walls shall have double top plates, £4 Special Inspection Special trispection is required for use alai 000 Quick Set Epoxy, the construction shall be Inspected by a registered engineer or APOSINSIM architect, preferably the one responsible for the design, or by a competent representative responsible to the registered engineer. Such inepecea on shall be of a False as to deteri*le that the construction and quality of work are in accordance with the contract drawings and specifications and the marr rfacturees installation instructions. items to be verified by tie special inspector it ckide hole diameter, cleanliness of hole, and anchor stud, adhesive type, elites:ye applicatl0n,studd ia teter,stud embedmc tLandother requirements specified in this report and tyre rnatnufacturer's instructions. S'd LO62 -2ee, -2 16 9 'd Et7S6- 992-ZT6 eJT4sNooalvs a2.aoa9 4SZ :iO 90 tO aeW Rwd dLO: O 90 TO aeW N 0 (D Q L t IA 0 • AO 4 L 0'! m E L O CC d CD •I 0 0 LL II) EE i I CZ ACK TIE, qr, SPACING TABLE AND DESIGN NOTES NUMBER OF TRUSS TO PLATE CONM1:TORS 1RLLSE UPLIFT (I.ii� • • OC. OJ2CK TIE :7'ACMC FUN 1C TII AMC; FrEl' ...... ... WIC SC'1T8 MILC',.:ABLI:. DESIGN LOAD WTI I 21/4' WNW%EDGE tit5T•> NCE . 232,1 LIIE. DSiCiNtxxow axm 17T6rA ro at C.RF4Tt'il i4AFJbo• 428611 MS The hg mum woe Oow<e REQUIRED X 2 IN% THE MAxlP WI UPurr Peararro FM OISTANOE OF S EIREATER i8 PROVIDED. NO 1 ! R ` E X A C T L O C A T I O N OAN CHANDE ELUONTt.YAO LONG eloan-rILncalm TIES D06S NOT MIRO 8'I' 20. THEllEPORS AN A8SC UTBMAMAMM ACCEPTABLE IB IDEWN i U14 w.. fj„ hi1 2 q• USE: OW OUICC 'BE WrOAN 12 OF PAM LOAD ARARI:YO Oom ER. 1. 8I46pF Rf+B:FEREFI YTN =INHERE ETHETOPMATE 2. LIVE ONOCRRM )OUI*TIESAT EACH IiCIOF ALL S*GMWALL e6RAIENT!. IF SHEAR WALL IP. NOT StEIJBOT To I1PI.iFTLOADS, WC ONLY QN8CR TWO TWO (OR NOLO f7OWN)ATOACHINDOPMNMAR WICK 1i1Q N TABLE PLUS ONE OR TWC) TIES A EACH ENO OP EACH OMAR WALL RI IMENT.ACM* FONVIIINTIONALHOILI DCM WAY OE. LIMO AT8 HERRWALLENDO MEN CIRCO TIE BPAC INO S omen TIE OtTNN REa BLEASE dES HAVE 9!'ew mEr. 1 CC116 6 X23 ', — .1i.80 1 Cit.' ' I "-- i- ' or 1 L`aY2 ° 730 1 OR. • • I T .�bba �^ -- G�6 3— 6tX1" 640 (Xt. BL:- 65.5 044. r--� ��. a)tUN..ESS 118185 LOADS C!)I ATE ARRDYYER SPACINO 18 MINIM ib�. OIFRaFATER. ) AT CQUCBr•1 &TED UPLIFT LOADS O' 5) SPACE ALL CILNCK nee A 9(SPECIFIED*/ THE TABLE PROVIDIMFOR ALL WAL S BUIRIG ST TO OF AFT LOAM. II) ALL OLNOICTEB MALL R@ INATA1I_IES ACIQORDWO TO TNF.9E i6&D PROFEBSICOW_ENO ARCHITECT. r) mi. ALL NAIL Ii61E8 IN MAW AND Ina 12' CONNBM1fLS 8! BIB IRrADERCO !lEOt1ON SCHEDOLE FON CONNEt'i10N8 EEOUHEU FOR HEADOte8'.e0ANF1ESli 1!EA. commas OPEOIFIEV IN THAI TABLE ABE %MOM A' INTO �OX71CRETrUYIaC.1C00EP RY UMW OTHEIVALSE HOMO. NO LOA08IN THIS TABLE REQUIRE A MINIMUM WE THICK OVPSIAA ri Ep�12LORVALOAI NA480rf p AND OC.N nie ma b. 11)us8DtILY CLAM T169VITT ERMATORIALSA9Wit:COMARO 6UFPU6DOYwog iki PRODUCTS. 2 2 • ' I 1 ._r- 1 "' ._.WI- 3114 9 2 U 51' 51-3" 556 529 2 Clt. 2 OR I 5 ' { f 74i4' 4�6° 5 . 0 0 --"M"`"'" 4.0-- " 2 §t? 113.''x2 -7J 2 t5t1 2 2 OR 2 443° 425 2 OK 2 u1 3� _W - 1NY 4.00 2 C711. 2 NAP 373 3 • O. 1— 3°9` 3t3. ._. - 23 3 2 1426 -154,7 3 " 3 °Cf "21V1 --IW JAI ':15 —535— 3 2 3 011 -7 18S9 •• -r r— x DICK TIE P .oDucTa,aNC.._ • QUICK TIE SPACING AND .DESIGN NOTES__..___.._ ... :..... " f" n ' - CDpuar706TlUVLN1.t1.0a. RtY ._'......._..._TABLE @ Cctrfftht 2008 Cratok -Pm Pnwhcts, inn. Cr) 1- • ID co 0 N 0) N' ‚-Cu N cn coca CI) 00 ck, 0 (7) W N 0 "4 0 CO co 0 p" L L 10 Id E E 3"x35r1/4" STEEL PLA VT GRADE 2 HEX NUT1 .3.1313611.1.1011111.1111.33:M=1■011.011110. UK:K. TIE ..ODUCTyNIC., 1/2" X6 114" THREADED STUD SWAGED TO 1/4". AIRCRAFT WIRE ROPE ,--. 1/4" 7x9 GALVANIZED AIRCRAFT WIRE ROPE . • -VW erdetrAbffief.niCe= crAtimirWevirtS33.1acie.ur ot..6y4e v 1/2" X 6 1/4" THREADED STUD \ \SWAGED TO 1/4" AIRCRAFT WIRE ROPE N QTX (embedment type)x(plete or wall height) TYPICAL QUICK TIE PART DETAIL ©C 2003 quiet lie ?ductIn 1,0010. QT-X LIO Y 3JVd a) cc: cf) U) r- co 0 cu i N 1 —1 al Cr) C3 CU a) L 0 0 L • 7) bp E CC ° 0_ C7) . Do • • 011 0 CD o a) DO L L 10 A E E 11.=MO.,A1..U.s.41.0/val7m...*Oawominaw,MIMIN.4.0W1.1•4*.giNWM•VOY,WWV4.1www 314u GRAIDE 2 HEX NUT 3x5 1/2"0/4" Steel Rate SWAGED TO 3/tin AIRCRAFT WIRE ROPE - 3/4'1 X r THREADED STUD 3/8 7x9 GALVANIZED AIRCRAFT WIRE ROPE r3/4" X fr THREADED STUD SWAOED TO 30 AIRCRAFT WIRE ROPE 0'43' 01-9" I to t..■ ' 1,t QT3X (embedment type)x(piate or wail height) TiE PRODUCTS INC UICK • ONITGKAMMIOLNTL CIMIET aNINIIMODIMM.910•111•1131T1.... M441111110.1.0MwMOMIN TYPICAL air AIRCRAFT WIRE QUICK TIE PART DETAIL ©captive 2M3 ChMcl'in Pits etier hm. •—■-• —1Pss UNarol.1.1Msw.M.I...•■••••Waymmod.....■•■•••*•...wm 0 Q 0) 0 0) D. 0 -I .. C" O 0 (D fD O 0 0 0 L L 10 M EE LOCATION SCAMP --- ON BOTH SI)ES QUICK TIE .I? S1�}y UCTSII t .. 71!rr MAW MOO{ xtrr( .l�' HORN .fC CAEVOY HA4 HURRICANE/SEISMIC, CLIP 0 +l aprWri 2f U Gkrck Tta Profueat, tr4:, oronsuomMerllamilomtnamovasowtourrennsweltsable metw No, its. p.c.. mi .. ..... 111 tt -- .` -.� -. I1 . 4 RL_� +1t1 it.11C Nit :_li r c.:: . i :F W ✓ 1N ! i �[11f_ 4) iF*Yt1..p.L.IIi t9L i 1411 .-„}- 14 ?f; M !8 ._,...— HP ._. 16 NM ii 10,1 G ■ 8117 106 0 NU Std 151 Sri 871 t 141 411 MU QUICK TIE .I? S1�}y UCTSII t .. 71!rr MAW MOO{ xtrr( .l�' HORN .fC CAEVOY HA4 HURRICANE/SEISMIC, CLIP 0 +l aprWri 2f U Gkrck Tta Profueat, tr4:, oronsuomMerllamilomtnamovasowtourrennsweltsable WOO M&3' MS3 Et;E-1-:: :LE t a- • El- t ffi MS4Z I 1 ••••■•■■••••• UJCK TIE P ,ODUCTS,1NC. ZEIDOVilits AM sr Mt 4%5411116 VAR PrIM34;701747/ rA.CY64),M. HAI CritClirlitn440A.YZ..1).111.rt 1 1,4100111111.11..11.1111,17211.1.11•11111.11/.1.11111110d44 _ rwr..AL, Avoca 011FAI)InnA?, 60/4k: AS c4491)..t,MIE STEEL A WAVE, itXtffl 1.566/14 AT MAW LS & MS STRAP 0031filet34:0 Quick Tie Fircluas, 1071610.1eVAIMMVIISPIIIIIMIIVIRSINIM.11111 MCA:WY cam LS Cal ON I oF z VS (Kt CA) ■•■•■••••*••■•••••■•■■ ■ • • • • 4. • • 4/ .1. 4, Ithrily...11,•••••••••■ PAGE 9 CIF 17 9913A 41ESM.101.2.7,11.11.11713Wainda.. .0.0131101M I W.§111111 ,.:,_ellaRE.9-1§ — WINICII I, I 223 ;WW1 .2 ilk ttililin 'L111111111 W.: " ° OCOMENCIOCHXZEINIMCEIMO .AH11111111 , OP3 Ev113 i r7g -§ 033 ,Aiitaf_ *1= 1111E - It s.iir= MOB nos etEitg lito, is igivkil al! ■■ 411 zi-d 2I.d L068-28B-216 917G6-EC-2T6 SJT4SMOOJErd 82..1000 Rwid cl.ke:to SO TO --Mi.! d01:20 90 TO JeW '..••••• ...—,..—..........ft...%•—..—...—,•°_,..••-1-44....4.1e 1 I ' • . •■wv.oar......wesera - . -0, MAW criTI1211,14 igl NAV 0411....ttialluS11,14., lig 2P . .......... .., zattel2p, lir t firm ueej Amy ornris, ivri .., it WY lififf 4730' .i......-.-47. :. . ,,, ....,.....-:-.-....-:, ', ••• "•11". . 11-Tii-241.: It , . .... • • 111111 - 4 ---74 .......-.1.-.4- L itIVAGINVICa OA. IMO' i .4.1....a........,............ . ........., e l' •■• __..___._.._. ........... 1 .----.-- • • . , . . . . . (-- - - . . . . " . . ,E2 QUICK TEE 1 _An MODUCTSINCI orenvaiwocormaarcAsars Mat iwfrafTclortku MTS & HIS TWIST STRAP I • ., t. .100W WS (tb Gana) eqpyright 203 QtAck Itto PracUcts, Int. HT (14 Galva) Stai St12- • . • .10F Z - '.- Li 44 ©3. Jtcd (1) uo co N co 0 CJ N N co tow 00 co w o 0 — O 0 L E ▪ E 2NOMIRSR,~2.1SIINNO.MMIWatilIMINIVIMIMMMIII11 11/01113T WM VD W.) WHIM MA/MK ksal iv I ...... Mean ., ._. _ft,: rnri g Fl , II 1, 11 vds......t Dod In• _LIE w I tO Mi..,—/mi--.111.--MEL.11 7511 SO j 1M a f ilo isoo ,a, 15 n two, 1 1!' astir ma Ise . to 4.29ttlt1221 154 as $ Ntel i9 a 2t a WV& Iwo, ri MO M. TM V22 214 SE1. $1547 7 11. nd ODIC W . w ta, 1 for,, % sw I W• 142........,91 it., De 0 NO far tSrfr OS:+ Ma rat 4“1111 V 1! It a 11 11 *54I icata maim If a• sw I • I w I 9r i tw 7754 ".21 slu six IED Tr At iw, t 0.! W5 11 11 *Cot WSW II ii %Mk 54154 ii It *Mk _g_ _ay ND 5% 5% 1MM fZ4 ... *au W lir 1 LICK TIE ODUCTSINC. • -2011094ttRAVOCOLIELT waltaqtatat fiWc-wara,wei combat-1ms airm.m. macre MTS & HTS TWIST STRAP :3M1F0t1110421/011212WE0711X.4161.1 2, WV= 11101111024 OILLIISOAMP4 ACK 04-% WIMPY 01.(1170 ARS71,7,11MV1.411H7 WU= S ttaltIMWMAI Wit VatthOri tri NtW11.4:40.09.11 11 COAL AC nova =sr teavasociAny. warm macaw:tor tra.M0.001.0614 IICKITIV■74201% tiatXXX:T Catit WM (14 Gap) (g)ropyrbhl, TODD (kik /le Pffiduals. k 111 (14 eavae) tseaneuirrma . mint:OvrambianinwediewomIsmeolkorremne.amommormerwrosente.rew OF .11 912- 233 -9543 ., - -Y-- -- — ._ _.•••.•_, r • Q 912 - 882 -2907 tll 0 0 L • °A E CC �CD M O O L LL E E wog 14.A86' 1/.007 IIl;ID1 QUICK liE �1►1 PTt..0 Duc` 'NC.. igatns"or' 'm CCiYW z'Y !MAUI: CAtY9.LY C1HD 1 MA'T'ERIAL: 140A., WKS!, 090 NOTE ALL. HAIL HOLES SHALL AE .1575 TIA. HOLES HOLD DOWN (1) f rpyr3airt20 9 Quick Tla Praha,3a !no. Q1-113I t14 t-aupr4 L. AO Ci,30Vd QHD1 Typical QHDi Hold Down Installation OHM KU DOWN CONNECTOR Ikide Na Dietwasne &Wm AtkaittO WO Vagt III* W 0 ii Kok Justhor Ma ing (if fi MEI . OM OM otiot ts iIr r r 1 • (14 WPM& xur ::tiW ft) 1r r VIAMT j'oir wow i 1 2741 i VW in01;1.1. WI Matt& Lirataw lioulWas 14,c,13.%10, wthglkon, taibrVesa Mn l 014 hi. Wet* asdio. Deffittaialith MIAMI NI te mosso oct9t) raas lidiva. animal NM Pet ao va WPM fa PWAYON, Nkl worn nom roar olcivxamae ININKNIPONMINIAIONIMI110., LBO< TIE P OD110-4NC. =MAW AITJACMNia T-Cagii6R1113a7M.RUY ....*••■•••7■Na....k.••••■•••■•■•••■••■•W,••■•■••••••■•■■•■■•■,11. W.NitnexemmoffillINIMA.1~1.40~AermAnwars-va.c...1 QHD1 HOLD DOWN CoPYtiOrt 20G3 Clack Tb Products. tna. MINIMMIlswagulmrterafelVrabotatoreveuwasne. umwomocnsWunnowta■-......, *SIMMIILAi .-eier Cott: 0101 ay. 912 - 233 -9543 912 -882 -2907 _Icor v riteraitima...._;\ QHD2 MATERIAL: 123A., MICK 090 NOTE: ALL NAIL HOLES SHALL BE APS DIA. HOLES OMOCKfAIMIOrt LUCK TIE P ODUCTS INC ------ralavdxsoFyrrsztc-niout " ni(90073VMMIV.3.17V4 Yfi OVIVGIT2tWatItialttileki7 LI.I.olwarfrOul.sa.ma 1.1..11.1111a.111.0141•00.0. itoorl. (Aim Ate....a.,a0.16...■•••.41.Moftroassmomabseannwerini.. HOLD DOWN ■Iffir.aum•■••■••••••••••■••.... . • • - • - • • (K) GowIght 20112 ("4:41ult l'ia Produoltx 1.11i.3.1MPO■SIBIV/ .1•17.2.emomvamw OHM (12 GaLI) 1 L6 �010131.1dd 912 - 233 -9543 N CO N 41) L .c 0 0 L 1) EL cc ° ci st, QHD2 Typica Hold Down Installation — — OND2 HOLD DOWN CONNECTOR _ licglal WI' - -,— l DInetvgkett FiOstiori Rambla tizak _ Shp Pi W D H 141* Aitoilliti (11) 011/ (f (IsH (K Nip 12. g• II ■ • i ROI WM% )410' 11' 00 4 0,4 40 ± 40.50 OW 0 MOT118. 1) L10760112111014110ro 0 0 : 0 0 7 1 . 0 Kalb Wave *salmi Ws 011.1 111'0. An- %ref Valls% ft1011Va0111(n0=1110100001-04111010101101110001 NDS. 7) NI& 1011 taiffam Pits+ noon! r,4116nvel tohiOebn ied amino ftrivis 1 b rp;11 trgra+ists Lc 1 BM • HQUICK TIE P ODUCWNC, SW FOAM MIJAPYSIVaLOIA. TH6100X1-1/D7F04900944ktit t (MIMI 2515 NANYHAC 04114.*, Cp.pyltittt 2=4 MIA PIDdtr44, Out sostpesaamee•geema■moinsav040e11.paronal.ftmennortne 01102 HOLD DOWN dt:Wr 41.0..,..111111.0x 01-1 tr,!. .Lt 1U St, 1911d r-. 9913A PAGE 1e OF 17 GENERAL MOTES FOR TAMES . . uiuwaiasa loads shown are in pounds. 2. Unless noted otherwise nes era common wire rats Of the pa1ny weight ram in the tables. Nails shad comply 'r17<h Fedora; Spaclfnreiion FF -N -1058 and strati have the following minimum bending yield strengths, Fr,. SO, D= 0.1:31 in, r„-1tr0.000 fisi 10d, 0 - 0.148 in, F - eo,oco psi i 6d, la = 0.162 in, r-„ = E.0,000 psi S. Loads desioriatea as (namal; or (100) may be increased for duration of load in timber tOrrslrucnnn in accordant* wittrTauirs 2.3.2 of the NOS up ta'he tabulated (Armada loads of (133) and (160) (of •:.:nd and seismic. Load dura €cii adjustments under lhs Fiends Building Code shall be in accordance with section 1608.4.3. Except for duration of load increases in timber construction ho increase it loads over that designated as (normal) in the tate alatedtables sha'rl he per±ttftied for Toad combinetione in allowable strength tiFa ign (A O). " " t3pI W' beads have been increased 1.33 for wind load and no further increases ars permitted. 5. Allowable loads noted in the Design Tables are for fasteners only. All framing members shall be designed in accordance with the requirements of their approp rlat6 design Specifications as referenced in the Code. Load capacities in the Design Tables are vatic for Southern Pine as ith a Specific 'Gravity of G = 0.55. if the connectors ire mad on tastier grades or other types of wooed than those specified in this report !cad capacities shall he %ratified by fast✓ :x .aier.iladams by a registered engineer. 7. Beams cr headers supporting joists shall have the following minimum widths based or. nail sizes attaching the connectors to the wood structural members. Nail Min. Widfrt of wood member Bct 1.31 inches told x.48 inches 15r1 1.62 inches 8. Nails completely penetrating Ze joists or rafters shall be clinched doratwa'd. 8_ The connectors have not peen evaluated for simultaneous loading canoiiions. 10. 51 Unix conirarsi, r,s; 1 in.. 25.4 mm, 1 'tr. 4.5 N 11. A review of the dimensions shown in the Tables and Figures is outside the scope of this Legacy Evaluation Report. E. 3uBa T ANTAIING DATA E. i Mar;ufacaurer's desciptive ftteraave, specifioaliens, mill order cart ficatr-, engineering die ings, and installation it r5ii oceans. • YWCA Wire Rope Corporation of America, Inc., letter with tnill order t+ Kates. • Milt order certificates for steel used to fabricate HAW, LS, 8, US sinsp., US. Steal Group. • Specification, fabricaiiianwashers, Alpine Construction Hardware. • U.S. Department of Labor, OSHA, Certificate for Wire Rotes ago , Grauer. ofA.neriea, ktc,1!4 inc i daamater wine 7x18, gatuanized aircraft. • Me TestCertificatea, Chung -Won Rope Co. Lid.. Feb. 14, 2002. 82 Test report on wind uplift resistance Quick Tie QTS8 ander ASTM D 1761 full scale wa.N teen.. Norris 8reicnk, Professional Engineer, Report No.98080833, August 22. 15088. signed by .i. Norris Branik. P.E. 8.3 Test report for RA4 under AS7'M 0 1781, PSi Professional Services industries, inc., PS1 Report No. 748. 50100 - 00415, October 20, 19913, signed by John M. P:,rtsiiar, PF. 6.4 Engineering calcutations, prepared by A. Morris BreMk, Professional Engineer, signed and sealed by A. Norris 3reivt7c, P.E. • Qurck Te QTS, dated 1 11:is/a' 8. • NM. dated 11/30/98. • LS 8, MS Series of Straps, dared 11130/98. • Load tables for HAW, LS and MS, signed, sealed, and dated, A. el rrs 13t 'd LOSE- Z8B -ZTB 6T'd E17SG- EE2 -2t6 • Load tabis forCraiO4 Tie, signed, sealed. ri dSted h A. Norris Breivik, P.E. 2/24104. a Welt Tie QT - 1 /4" series. .1118 44. • Quick Tie QT-3/8" Series, 6118103. • LS & MS Strap Table. 6/1643. • MTS & HTS Twist Straps, 1118104 O 01-1Di Hold Davats, 8%x3/0.3. 663 Test rcpt rt 0-1000 adhesive, stne:b.rfit testintj tinder ASTM E 1512, 2000 psi concrete, CTI Engineering, Rawer No. 4x,07, June 28, x884, signerl and sealed by Chad Thompson, P.E. 6.6 Test raperis on Q -1008 adhesive, siniat.sai tension and shear under ASTM E 488, 4000 psi cotnfele, Chad Thompson and I.0soci les Consulting !Engineer's. October 1989, signed and sealed by Chad t_trhompson, P.E. 6.7 Test report On load testing of QHD1 Nolddown Anchor under ASTM Lr 1787, Alpine ton. ,on Hardware, a Division of Alpine Engineered Proceycts, Inc.,.Repoi'I No. M1115-1, 1VU',.enlber 16, Y g'a9, signed by A. Norm 8reivik, P.E 6.8 rest report on bending yield moment o(. nails. PSI Pittsburgh Testing Laboratory Division, PSI No. 225• 70012 -001, March 17, 1998, signed by R t.4.!Sa;l peen. P.E. 6..f3 Engineering catcul:it:nos for Q1.101, prepared 6y A. Morris BreMk, P.E., signed and seated 6/2612000. 6.10 TPA reports on tensile tettng of %tire, Predl'ici Tcslirio, Inc., signed by R.K. Prophet and C.R. Caudal, P.E.: • 114" Diameter Wire : ar,d, sob No. 02.4843-A. May 22, 2003. e 3'g" t"kanmsr `fif Simnel, Job l',lrl. 03-4;362-A, 2 -A, 22, 2003. 6J sysmo440 a a2 Joao R tit ti d24rTO 90 t0 JeW d£T :20 90 TO JeW PAGE sl OS 17 5 *it nest :semen load testing tester AS; tvl D 1761. Pro iues 'fisting, inc„ signed by R.K. Prophet and C.R. Caudet, 611.1 0)402, Hold Down, Job No. 01 -3541, November 13, 6.11.2 MTS12 Twist Strap. Job No. 04 -4664, January 23, 2004. 6, 1.3 )TS16 Teeisi Strap, Job No. 044%5, .rnuay 28, 'ts. 6.11.4 HTS16 Twist Strap, Job No. 04.4655, January 26.2004. 7. CODE REFERENCES Standartf Budding CodeC -1999 Edition Seotimn 103.7 .ti°edlon 1v? : Section 1609 Chaplin 17 Chapter 10 S soh on 1914 Chapter 22 Chapter 23 Section 201-2' SWion 23062 w'''eci:Jn 251)7 Section 2308 S rakes 2303 5923t Alternate Materials and Methods Wind tsieti1i Load Corr binations Scn!clurtis Tests nnri Inspections Concrete Heads. dSoh-sand Headedki si An crirss in Concrete Shies Wood Woos Cotstru en - Design Other Fastenings F; x r Framing Vertical Framing Res; and Ceiling Rami:-1p SS.^Gi Standard for HHrnrieene Consfruciiont&+SSTD 10.99 Section 101.4 Section 101.62 Section 104 Chapter 3 . S(ntion 3021 Section 3032.3 Seclon 303,12 Sesti n 3053 Sn36tlon 305.7 Section 307 Section 307.1.5 Section 372.6 Ctapter 4 Resistant As•sidenriet Aiternaba Materials and Methods Desigt Concepts - Exterior Welts Design Criteria Buildings With Wood - Framed Erne: Jr Wails Fasteners end Cerrisn;tors Sill Piste to Foundation Anchorage Walt to Foundation Anchorage - Monoiithic Slab -On -Grade Foundations Oonneaicr_s for Fxtertor Walt Framing liolddown Connectors Root Systems Connections - RaiterJoist Systems Connection - Trt. ss F amino•, teems COrnbined Concrete, Masonry or ICF and Wood e:xts:rior Weil Construction alternations/ One and Two Family Diveiting Code - 1998 Edition Section 108 Section 301 Section 405 Chapter Chapter 6 Table 602.3e Chapter 6 Alternate Materials and Systems Desiry i Criteria • Footings Floors Walt Construction Fesferte :r Schedule for Structure% Members goof- Ce3tng Construction Florida 3ui!cinq Cute 2001- Bunting Sec:01 14a 7 Section 1606 Section 1609 Chapter 17 Chapter 13 Section 1914 Adtemafo Materials and Methods Wind Loads Used Combinations Structural Teals and Inspections Concrete Headed Boss and Headed Stud Anchors in Crcrrite 406i?- Z88 -ZT6 oz'd C1796- EC2 -216 Crispier 22 ;31ta; Chaplet 23 Wood `.tkectic,5:•r 2301.2 ',staid Constructur•r - r-Yeric,ri Section 2306.2 Other Fastenings Se:Y 12307 doer Framing Section 2308 Vertical Frerning Seefian ZO9 Rcaf and Cr irsg Framing 3. C0ie9P IIITTEE FlntOiNG i The zitvor','sr;:itt_'u on E':c5uoti:rn it r544ev ni -Pipe (.ere soonin- finds that, in their opinion, the Quick Tie Anchors and Quick Connectors air desalt/tic/ in this report NRfrrsi r. th or are suitable alternates to that specified in the Standard Bwiding owe*, GS'ie,SB!:CI slr]nc'ard fd ie..j!rka neeiie,ti ifesr:.+nr ran Constractione SSTD 10-99, the International One and Two Family Rains Code, and the Florida. Building Code 2001 • Building or Supplements thereto. 9. LR ilTAYWNS 9.1 This Legacy Evaluation Report and the irstalation instsissA ns, sthen retcr%tee by the coil otiicial shall be submitted at the time of panne application. 9.2 The system shat the installed tyy contractors trained and licensed by Quick lie Products. Inc. 9.3 £�ete Inn loads on the Quint,. lie An-shots and �;sic4 Connectors shah be determined in accordance with Chsptrr 18 of t°_. SSsnrarOPt, di'1 Codott 9,4 Framing members (wood, masonry. concrete. steel, etc.) connected with the Quicc lie Aria= and Quick Connectors Shall be designed in acoordance with the let; irements of their tip rop:late design appal- fikation.s a5 referenced in the Code. 9.5 Loads applied shell not exeeed those roveurnterajed by toe manufacturer as shown in Sectkm 9.6 When using SSTI) 10.99, the design loads listed hi the standard shall not exceed those recommended by the n;atufrcturer as atom in Section 4.3. 9.7 Each package of Quick Tie Anchors components and Quick Conn ors shall aisa ll the crianuf rcturar's ;rrstaltation instructions. 9.9 Quick Tie Anchors and Quick Connectors that ars £rroeod directly to weather or subject 10 salt corrosion in °oatslet areas: as determined by the local building official, shall the galvanized in accordance With 302.1.3 of SSTD 10-99. 'uh.9 Quick Tie /Anchor sha4 nct be irs:,.elied in groutssi masonry hotels or bond beams. Quick Tie Anchors may be Installed in teamed concrete hotels or bond f~ ,acts used as part at a masonry wall. The concrete lintels or bond beams shelf have a minimum corner c a.irsirtrengthot2,500 . Dr gn leads for the anchors shall be as noted in this report 10, IDENTIFICATION Each package of Quick Tie Anchors and Quick. Connectors covated by this ri4iort shall he tabsted with the rnvnuiai tt:rea'a name and/or trademark, the SBCCl Public Safety Testing and Evaluation Serkx.RS the_ Seat or initiate {SSCCf FST R ESA), and the number of this report for field identification. 11. PERiOO OF ISSUANCE SEE THE CURRENT E1/ALUATiON REPORT IN0EX FOR STATUS OF THiS LEGACY EVALUi:TipN REPORT. For inforrnatittn on this report santect Wheel P. O'Aeaudon, P.E.: 20551593-9800 rroreeictos-k ace -eskin aJrysllooJa'H 42.toa0 Fwd dS.:10 90 10 JeW de1i20 90 TO JeW > -2006 16:57 DEPT. OF BUILDING SAFETY 912 201 4301 P.01/17 CHATHAM COUNTY DEPARTMENT OF BUILDING SAFETY & REGULATORY SERVICES P. O. BOX 8161 SAVANNAH, GEORGIA 31412 912 -201 -4300 facsimile TRANSMITTAL To: .1-tor-k-- te4tRF-Jr-..o,3 Fax: Ze& —475V1 From: 4 0444 PEtc-sop.1 Date: 3 -tom —c> Pages: t7 Re: llW ` 11E. 11 Comments: MAR -15 -2006 16:5S CHATHAM COUNTY 98. P.01 CIPHRS°°' architects and planners 22 East Liberty Street, Savannah, Georgia 31401 PH. 912- 233 -9968 FAX 912- 233 -9543 PATE: PPOJECf: PPOJECT 4: SCALE: 3/112006 1:32:37 PM FIIWALL 4 -HOLE A1E19 ( LL #1490, NON -00A17 C3EAPING) TYPICAL WALL A55EM(3LY EA, 5112E OF FIIWALL A55EM13LY 2s4 W0012 511175 ©16" O.C. W/ 1 / 2" GYP E17. ON INIEIlOt 5112E W/ P=1513A1T IN5LLA11ON TYPICAL FLOOD A55EM13LY 14" OPEN MD J01515 ©16" 0.6 W/ 3/ 4" DECKING GLLEP & 5CW1;12 PPOVIDE (3LOCKING 13E11NEEN FLOOD JOIST ( NOT SHOWN) - 12" CMU WALL @ 11 NANT SEPAPA110N III WA L- 2�1'AIL- 4 -HOUR I A1'; 2 A55;M31,Y SCALE: 1" = 1 ' -0" a GYPSUM DRYWALL GA-600-"03 FIRE RESISTANCE DESIGN P '\NUAL FIRE RESISTANCE DESIGN MANUAL GYPSUM ASSOCIATION • SOUND CONTR131. 17th Edition GA-600-03 GYPSUM SYSTEMS go z ,(0 C) C AREA SEPARATION WALLS (PARTY /FIRE WALLS) Fire - resistance rated gypsum board systems (solid and cavity d types) can serve as area separation walls (also known as party walls or fire walls) between adjacent wood frame and steel frame dwelling units such as townhouses, condomini- ums, and apartments; and in com- mercial and institutional buildings. These walls are erected one floor at a time, beginning at the foundation and continuing up to or through the roof. At intermediate floors metal floor /ceiling track shall be installed back -to -back to secure the top of the lower section of the partition to the bottom of the next section being installed. At intermediate floors and other specified locations the area separa- tion walls shall be attached to adja- cent wood or steel framing on each side with aluminum clips that soften when exposed to fire (Figure 4). If one side of the structure becomes involved in a fire, the clips on the fire side allow collapse of the structure on that side. The clips on the other side support the area separation wall keeping it in place, thereby pro- tecting the adjacent structure. Con- sult gypsum board manufacturer for clip detail, placement, and height limitations. Roof Aluminum Clips Gypsum Board Ceiling Aluminum Clips Roof Trusses Area Separation Wall (Party/Fire Wall) Are Blocks Gypsum Board Ceilings and Walls 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. DATE ISSUED: 0346-2006 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 5 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3631 P $8,030.00 $326,000.00 PERMIT #: 060153 TOTAL BALANCE DUE: $8,030.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 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 0(0— 015.3 ,.p e, IIJ: 11a Location. T1 I U 6, I..DT S C I've 400 ADDRESS NAME PIN # RECEIVED TELEPHONE Owner ,1?D r Coaviwuoltw �a E )b i CAK.g,.tA It LJA la Architect or Engineer C aDcsw iN 1' 2 (?ITT y Q,,,o e,e -•3'igi U c.1.14-4,4 6 Z3,3 - 9.5'43 F.4.X Building Contractor t (Check all that apply) New Construction Duplex Residential O Footprint Changes ❑ Other ►'1 Estimated cost of Construction: $ ❑ Renovation ❑ Single Family ❑ Commercial ❑ Repairs 32 Co,,avO ❑ Minor Addition ❑ Substantial Addition ❑ Multi - Family ❑ Demolition Construction Type I (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: S1 ac i. lc. FAAA.L 41 b,A) a 1 l , ., c-. Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan / # Units �- # Bedrooms 3 iPe ti ON r # Bathrooms Z t! z p co- Lot Area `7 oti $ Living space (total sq. ft.) 3(p 3 I # Off - street parking spaces Z. pd.- UN < Trees located & list4on site plan .0- Access: V-11 : ,a'' Driveway 1S (ft.) With culvert? With swale? Setbacks: Front 2c7 Rear 2,9 Sides (L) (R) i o # Stories Z Height 3 ) 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 be provided by Construction debris will be disposed b o.TKAc.7oec. -at Leatgal by means of p„,,,,�,`p�7�x— 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 ad rsely affected. I accept responsibility for any corrective action that may be necessary to r r drainage impaired by this permitted construction. Date: 40 J I `i 2_cc) C Signature of Applicant: Note: A permit normally takes 7 — a 4 M/te The following is to be completes Zoning certification Approved rezoning/variance? _ Street address and number: Nev Is it in compliance with City mi If not, has street name and /or ni FEMA Certification attached _ State Energy Code Affidavit att Utilities and Public Works: Describe any unusual finding(s; Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage je ccrn G L*Ier 5 ysf r.-1 PeCtivN "rc. /,T4— ■ne 6-,Me Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager w ..,€11,011S e d Date oc. bg30 FEES Permit Inspections Water Tap 1 10, Sewer Stub I OO Aid to Const. 36•3/ TOTAL go 3E EICHHOLZ & ASSOCIATES tardAos a -4 iaa may DO It: It tJ ZOOS . RECEIVED I •1_7_.ort scut N 19'4500' £ 4.7x7 I .1r iA 150 tO49 1411. 160 nes )o9). 111111 SWUM. MOTES: 1. LA.00 CD) IN 913 KWMl9M1r9B W,L MK A ter IEM MO MC $)49914 ME N• 9)9)11.¢ IYIH17 1a4130115 15 SHIN 2 AC00tD.1B iD' RAP 11:114 0091 O DOW 0/17,19, 1111 911 R UICA + w N) 5-13 moo JOIE 3. Ill IAT 00hiA3 7K 1/1' 9I -Ellis 917 MESS 4399 °SWIM. FIFTH AVENUE 60' R/YW ( NOT OPEN ) 0CSO41C scat II I �11 "°" a I1 179 7999) w11 me .a. tl 4 179 1 7,09) Kt. I all es. rt- 10 1Sl emovicts A. OD BOOS 934-7 PAM 9)4 9 553-1 9Aii 44B. 5. PLAT et l'1Z sum e7 vE1Lr 9.9)0W aim 3. 91.47 .11. 1G THB 0A�/1ri9 111 BBAC71 513 480,00' taDD 1 >� x1111 F— i T- I „,„„ct Ir7s -.8II, 111 111 111. 131 I I I .g ; i' .—:,/ GIs i i7 0'1' }'' /1111' ' 175 _ 174,1 'I Stlf O 1n_ — 11,17 b I b aI 'All:- 4 I 1 • L i b' {56 1 1571 I� 11 1 g QID eD77 ty —4— — G,1 ij 1 180 179 178 I 177 / k Ic I vs exam" a�tE LIE I .It oml� oemous C • our Orr ( 11 .C9r H� 7' R ROAD 4k. slum ukt I 151 1€ 152 I l` 153 I f � 4 I - 1 1 151 152 -I 1 . 79) 154 —1-', L 70 c a°. i ;tee f 7 �, I! 9t. , JI I I �i 1 r I �/ 4-- _ —. !I �_ -I.) 1' ,—_ ___— V Jam_ — 111 3-.i 0.')0.50 1L7EAOt I'R i Rl I 111 711, F MA11� k F 18117 t l ` .I11c iJ I MAD' ` f Duo- us! s WI' 91 rte I D r nu trt ►. vim or CCESIOA MAIMS COW( RECOMBINATION PLAT OF EATS 1 WARD 1, TWEE ISLAND. 4 0R0E FOIL ROUT IN. CM/ P R I V A 480.00' 157 & 174 --181. C DATE OF SURVEY MAY 3O 2000 DATE OF RUM NAY 30. 2042 SCJ E r SOT a 111 I• 8181 SWETT. - UM SLIMS% P.C. w wean can 3w731ewl BA. 3N10 O+sN eE1 -o.0 MILLER AVENUE Bd R/W ?r0,5-krwe. and asa.nog� Cettire.Poortts mud, be. rne.-4- WOT' }o 4;.9- iSSu14Y1c a olr a '> 4 d.x Cr20 00 t$tt rm 35,X511 c.c.s. ran I /47.9)0 < oR3Rfotao -- CD, KOi09 rp[. LAG MAT V IOTA 5159011 O III 116 111 10 . 8* S19l5'OO'W �d CI- 871 0351 Se 2 i A 2 APPROVED 8Y TYBEE ISLAND 701*10 ADMINISTRATOR 17a,.d1, P A.& A 4_ 1, 2009 2005 1� 2005 6 30. g go loon 101/117AoyR APPRO SY AY0 CITY OF TYKE rot If