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06-0099 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 #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT STREET ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 060099 NEW RESIDENTIAL BLDG - DUPLEX P ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3 VILLAGE PL A e4t.h2S.at-vert 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 #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT STREET ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 060099 NEW RESIDENTIAL BLDG - DUPLEX P ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3 VILLAGE PL B dCt..62S-atAgr.AefL, P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Inspection Report City at Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (91/) 786 -4573 extension 114 Fax: (912) 766 -9539 Permit No. 0 tO� 00 q 9 Date Requested 1-e- 7 Z� OC %f `J Owner's Name � Date Needed Gen. Contractor K D C Kf' ( subcontractor Contact Number Location 5 A s S V\ Z3e inspector C :\ \e-ce COk.,k Date of inspection Type of Inspection F & A A /46.44.e._ kek4- e-4-4-f.„ Pass 3A 38 Fail Ae4- d Hi circa vr° &7 S Q � „de 4 1-1/1 (bra 9L .',',''•� H/,e h ki /1,e, CIPHERS architecture and planning June 6, 2007 • City of Tybee Island Butler Avenue Tybee Island, GA 31328 DESIGN C2 RE: The Village at Tybee Permit numbers: Building # 1 Building # 2 Building # 3 Building # 4 Building # 5 Building # 6 Building # 7 Building # 8 Dear Sir or Madam: 060102 060103 060099 060100 060153 060154 060155 060156 Gary Sanders, AIA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 RECEIVED 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. nmcerely Sande . Pres Design Cum ete& Thsejrrs preeeo: *a•eitiatize t2_0-1 ��I FORTi cEt Warranty Coastal Environmental Services, Warranty ID: 9364 , Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 3A 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: Approved Date of Print: 06 -27 -06 FORTiCFt Warranty Coastal Environmental Services, Warranty ID: 9372 , Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 3B Tybee Villages City: Tybee Island State: Georgia Zip: 31328 Square Footage 2500 Gallons Used: 2.5 Exterior Walls: Yes Interior side of exterior walls treated from floor to plate: Yes Spot treatment only of interior side of exterior walls: No Comment: Interior Walls: No Treated from floor to plate all walls: No Spot treatment only on interior walls: No Comment: Kitchen /Bath Wet Areas: Comment: Yes All Trusses: No Bottom Cord: No Web: No Under -side of Sheathing: No Comment: Basement: Yes Walls: Yes Walls Floor -to- Ceiling: No Spot Treatment: No Comment: Basement Trusses: Yes Complete application: Yes Spot Treatment: No Comment: Crawl Spaces: No Status: Date of Print: Approved 06 -27 -06 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. 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. 3A 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 180 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N32 -00 -44 Long. W80 -50 -42 A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 6 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) 353 sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 3 c) Total net area of flood openings in A8.b 320 sq in , etc.) RESIDENTIAL Horizontal Datum: El NAD 1927E NAD 1983 used to obtain flood insurance. 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 E FIRM El Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: E NGVD 1929 ❑ NAVD 1988 El Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑Yes ENo SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* E 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)_ 6.7 b) Top of the next higher floor 16.3 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 12.2 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 6.1 g) Highest adjacent (finished) grade (HAG) 6.4 Check the measurement used. E feet ❑ meters (Puerto Rico only) E feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) E feet ❑ meters (Puerto Rico only) E feet ❑ meters (Puerto Rico only) E 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. E 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 ET S ; ITE 304 City POOLER State GA ZIP Code 31322 Date 06/05/2007 Telephone 912 - 330 -0026 FEMA Form 81 -31_ Fehruary 2nnR �aa rav■rcA cirlo fnr rnnfini infirm Roninroe oil nrovinr is oriitinnc IMPORTANT: In these spaces, copy the Irresponding information from Section A. Building Street Address (including Apt., Unit, Su,..,, and /or Bldg. No.) or P.O. Route and Box No. 3A VILLAGE PLACE For Insurance Compary Use: Policy Number City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments JOB NUMBESt'0G0008 NOTE C2 HEAT PU Signature / ' /bate ❑ 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 attachmen 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 Narne Telephone Signature Date Comments ❑ Check here if attachmen FEMA Form 81 -31, February 2006 Replaces all previous editior 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. 3A VILLAGE PLACE Policy Number City TYBEE ISLAND State GA ZIP Code 31328 Company NAIL Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT RIGHT LEFT U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name ROCKER DEVELOPMENT, LLC Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 3B 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 180 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N32 -00 -45 Long. W80 -50 -43 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 5 c) Total net area of flood openings in A8.b , etc.) RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. 1005sq ft 487 sq in A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State TYBEE ISLAND 135164 0001 -0002 CHATHAM GEORGIA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 135164 -0001 C 06/17/1986 06/17/1986 A8 12 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ['Yes No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction" ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR/AE, AR/A1 -A30, AR /AH, AR /AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized USGS E -56 Vertical Datum NGVD 1929 Conversion /Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) 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) f) 9) 6.7 16.3 N /A. N /A. 12.3 Check the measurement used. ® 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) 6.1 ® feet ❑ meters (Puerto Rico only) 6.4 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name MICHAEL J. GARDNER License Number GA. # 2285 Title LAND SURVEYOR Company Name WARD EDWARDS Address 138 CANAL ST'' T. /SUITE 304 Signature City POOLER State GA ZIP Code 31322 Date 06/05/2007 Telephone 912 - 330 -0026 IMPORTANT: In these spaces, copy th wresponding information from Section A. Building Street Address (including Apt., Unit, and /or Bldg. No.) or P.O. Route and Box No. 3B VILLAGE PLACE For Insurance Company Use: Policy Number City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments JOB NUM ignature 060008 NOTE C, E) HEAT P ‘, 7 to ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachmen 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 ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: I, cal Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachmen FEMA Form 81 -31, February 2006 Replaces all previous editior 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. 3B VILLAGE PLACE Policy Number City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT RIGHT LEFT DATE ISSUED: 03/08/07 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION REINSPECTION FEE UNIT B FINAL BUILDING CITY OF TYBEE ISLAND REINSPECTION FEE NEW RESIDENTIAL BLDG - DUPLEX 3 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3389 P $7,734.00 $305,000.00 TOTAL BALANCE DUE: PERMIT #: 060099 $ 30.00 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 adb DATE ISSUED: 02 -20 -2007 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION RI t 1 1 w t o I I I CITY OF TYBEE ISLAND BUILDING PERMIT RLINSNE( 110N N LL,� NEW RESIDENTIAL BLDG - DUPLEX 3 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3389 P $7,704.00 $305,000.00 PERMIT #: 060099 W1' TOTAL BALANCE DUE: $ 60.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org 06/04/2007 11:31 FAX 9123300n "6 WARD EDWARDS June 04, 2007 Mr. Walter Rocker III Rocker Development, LLC, 1006 Hwy 80 East, Suite D Tybee Island, Ga. 31328 wA w EDWARDS • SURVEYING ENGINEERING • PLANNING • SCIENCE - -O a 002 p� Mr. Rocker, On May 23, 2007 we checked the new heights (after the Roof Heights were lowered) of the building units at TYBEE VILLAGE. We have determined that buildings 1A, 1B, 2A, 2B, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7A, 7B, 8A, and 8B (based on the average GROUND ELEVATION OF 7.1') are WITHIN COMPLIANCE of the Building Height Limit as required by the City Of Tybee. I will be available (by appointment) to meet on site with any person or persons that would need an explanation as to the method we used to determine the Building Heights. Michael J. Gardn -r, Ga. R.L.S. # 2285 Please call me should you have any questions. Regards: Jim Gardner 060102 060103 060099 060100 060153 060154 060155 060156 070124 N N N N N N N N N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION 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 &F 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 "° WARD EDWARDS May 24, 2007 Mr. Walter Rocker III Rocker Development, LLC 1006 Hwy 80 East, Suite D Tybee Island, Ga. 31328 Mr. Rocker, E w iw EDWARDS ENGINEERING • PLANNING • SCIENCE • SURVEYING DECEIVED PY 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. I 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 'O' 3/16/2007 '0' 3/16/2007 '0' 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 Owner's Name Gen. Contractor - . 4, y C%•;;.''• • • . • • "..? ■ ' .t4 • • ".."1,, Inspection Report City ot Tybee Island 41E3 Butler Avenue P.O. Box 2749 Tybee island, GA 31328 Phone- (912) 786-4573 extension 111 Fax: (912) 786-9539 - Contact Number 3 Location Date of Inspection Type of Inspection Date Requested Date Needed 03-zi-oi Subcontractor ( '7 /7 D) 59(0-F14 L-I q 4- B 'v/.111 0, si7_77. 3k1707 -77--- Time Inspector, (), i int). )10, P C. ( b 3 1+ Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 186-4573 extension 114 Fax: (912) 786-9539 Permit No Olt.) (')3 Date Requested 03 -0 - 0 7 Owner Name Date Needed OE -0 Gen. Contractor l&r. 0 oil , Subcontractor Contact Number -1--r -\ ( 1 —1 0.) 5-9io Location 3 v A4BV , ( as Pt. Date of Inspection Time Type of Inspection D-4-• ;f eie c4-r pasS c` rY\-12 C \-• 0 c- fa e --C Inspector co• p. <trip/Al Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (91Z) /86-45/3 extension 114 Fax: (912) 786 -45139 Date Requested 0 �t i (J I Date Needed '-1.0 - / v , Subcontractor Permit No. , - ,—) Owner's Name � Gen. \CPI �P Contact Number )1 Time Inspector '-7 -7 3) 5c/0 - FLfq Location Date of Inspection Type of Inspection i i (yJ C SSti fi_ ,L(rPs r 5 C Rf► vk as hztr 60) ?EGG i pc Co 4 • `� -P0_554°) ! y �� J f j S' C4 tTOUA,' AA I-, . c C.Qss Perrmt 114 ri r)v) Ow nee c; Name Gen. Contractor Contact Number J4Th (1-1r-16) Location Z DLs" Date of Inspection Time _ 4. Inspect ion Report City of Tybee 'slow! 441-.313al ler Avenni.3! P.O. Box 2749 ybee tsland, GA 31328 Phone- (91)) 186-4S/3 extension 1.14 itlX: (9:12) 786-9539 J.R Late Requested 12-2 7) _ Date Needed 1 2 Subcontractor Type of I nspection ..._ _ _ a.0 f r, 5_ r■ 1 \\70-oo ti.) "-Le vo D-z\c.. -imeoji? vvq\s-lic- L"...Y Arrz- A ii441 i,... 4/(346-ti ( - .--)1-:E•-4.-., r .... _ ' 0_ / / ' \ \ i -2-rr--1‘) C--0-. PIT2C)t.) f FE_ i Aar r) 1'V) ("2-4" ,A-cat-2-rE c:5--e;TZ. Q-15? S !.1s-N L-- ',76 i#A'i o'd Inspector ‘b 6) PI ,-1af-)(1 , 1/011-'-t )1 .44 - LA) far-F-CW 6-(4:e> > /ID ef 3L )/Sf> A47- L) 1,3 4S u r-TZ pLkz \‘' t. - -z- 31 I 0 f3 1- I ‹ 47.2c ';::,,. /--i-- ( . 40b,C-- 1:PI-H.c.)';'). j'1:..3 21-2.7-0' Lt4.-)6 c_. Dec 12 06 11:35a MARK BOSWELL 912 -997 -6932 P.1 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897— 6932 LA HBOS@OELLSOUTH. plET December 12. 2006 '1o: Mr. Doe Anderson Zoning Administrator Tybce Island, Georgia 31328 From: Mark Boswell Re: Walt Rocker Project Miller Avenue Subdivision Corner of Miller Ave:. and Hwy 80 Tybec Island, Georgia Dec, �, RECEIVED 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, rnJ Mark Boswell pb- 01 c) Ole - vs (.)3 D( -vX99 OLD _0100 Oto -0 e 53 ne - 1544 O , 0155 Oe -DISto DEC -12 -2006 11:48 912 897 6932 95% P.01 Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. 0 (n - OTi q Date Requested I 0 - I 3 - D , Owner's Name Date Needed 1 - ( c) - to L Ipan 3SZ - Ilid Gen. Contractor "-R 410' (� .r■ S Subcontractor Contact Number c en ci Location 3 A ± V; P11J ?. Id* of Inspection i Tire Inspector , \'f- Type of Inspection "l LA ****** * * * * * **** —COMM. JRNAL— ** * * * * * * * * * * * ** *** DATE OCT -17 -2F k * * ** TIME 10:19 * * * * * *** MODE = MEMORY TRANSMISSION FILE NO. =788 START= OCT -17 10:18 END= OCT -17 10:19 STN COMM. ONE — TOUCH/ STATION NAME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK s 4438877 001/001 00 :00 :20 —CITY OF TYBEE ISL. ****) 4c * * * * * * *** * * * * * * *** * * * * * * * * * **** —CITY OF TYBEE — * **** — 912 786 9539— * * ***** ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9424444537 Phone 912 - 443 -5063 t -1+-13 - S'5"717 CY.D4 O I o2- Location Address: k4 /:1J4 ?I. Lot #- Release Date: Type of Release: Temporary V Permanent Subd Name: Electrician: j4 . L. S-1 Q ,- Electrician Phone Number: 362-0110 OwnerBuilder :�j{ a k - -DP 0,109 vrl,n1- LL C Phone Number: C o (o) 'i (p -nj o 1 �Q rnQ) re. A eases -CD tr V :I(a. -PI. 2 -A V :I(a.2 "PI. 2-3 V :1(a PI. _3 -A V :It . `PI. V :ilage.) 'I . V -A V(.(a312.1. V:11 a ge)-_1)) . 5 -A V: (lagQ..)I. 5. V; iictst-P(. -(4‘,2-) --Coll 0 ( -A V: flage, PI . (D -13 \ i6t9e)�P 7-A \: ii ctsa . -1 -13 ' -A \:t(age. "Pt. late: late: Phone: '7`. Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. b(p- DO q 9 Date Requested: D8- 0 3 - 3 (o Owner's Name: Gen. Contractor: Contact Number: Location: Date Needed: C S " o q - l) (o Subcontractor: Date of Inspection: 5/8-46 Type of Inspection: 1 n S J 10k 4-. A ✓1,_ Comments: T nsnPCtn r: r-- --' Pa0e) Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.C. Box 2749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 785 -9539 Permit No. 1 /i6 - (7 (-) 9 / Date Requested: ()(4-14-0, Owner's Name: Date Needed: 0 (O - (c- O �a Gen. Contractor: �a 4 (C-g -r 03,3+. Subcontractor: Contact Number: c (.-, ( 'I n a) 5 1 (j - Location: 3 4 + l"7 \, 1(Q ESL P ( Date of Inspection: 6r'3/6( Type of Inspection: _ Iii ( D cZ- ty -eS� Comments: Inspector: /7 po,_5(oci Time of Inspection: ___ Inspection Report City of Tybee Island 403 Butler Avenue P.0, Box 274q Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 785 -9539 Permit No Olo - l» g 9 Date Requested: 0 17 - ?'- 0 Co Owner's Name: Date Needed: 0 '7 - 3 I - 0 Co Gen. Co ntracto r:'R o L J" ,U e J . Subcontractor: Contact Number: fl o S - ``E 9 Location: 3 Ak-+ r Vinagre Date of Inspection: 0/x10 Type of Inspection: -C, r e Comments: Inspector: _1 Z- LL 6( crni7466 Time of Inspection: /o 30 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 -939 Permit No Olo- D q9 Date Requested: 7/.2 7 /c- 6 Owner's Name: _ Date Needed: 7/ ;;'/' (' Gen. Contractor: c K , Subcontractor: Contact Number: /l ac Location: ` ,J L? (/, c t - . Date of Inspection: )�2/� Type of Inspection: fd..) Comments: -- c i< 443 /n '16 c r' S y, r o I it 5,-, E. q/ t 35: Inspector: 1 INS I.. T E., 21.s -7.=0 (Ai l Time of Inspection: � w e i,,,.) 0,11 Inspection Report fl City of Tybee Island 403 Butler Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 785 -9539 Permit No ato - 0399 Date Requested: 0 r1 -2 fl -o Owner's Name: Date Needed: - (o Gen, Contractor: o c\r l 3,,s4- Subcontractor: Contact Number: ,atch fl 0) 59 (- 9 Location: 3 A .`J , l e o 1 Date of Inspection: 7becti‘ Type of Inspection: Comments: Pc.s.Sed r -ke° f Inspector: Time of Inspection: /t-k 04- V-//c2 5---/eve l(C)-s7 e„,c2,,t)( 1"�Q c lc_ woek.. Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2149 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. OLD - 0 D g at Date Requested: Oil- IF 0 Owner's Name: Date Needed: 0 9- "1- 3(0, Gen. Contractor: C ^ S Subcontractor l Contact Number: 3 k J c (6,31 3 &D Location: 3 A+ V I I G -Pt Date of Inspection: 9 ' 1 ' D ( Type of Inspection: S I a in Comments: I ncnertnr: Time of Inspection: - .''[!'� -iii tS .: N \Y jJ) LL i k 1 f 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: 785 -9539 Permit No. C (, - DO 9 9 Date Requested: 04- 1 - o (o Owner's Name: Date Needed: Gen. Contractor: C a f 5 Subcontractor: Contact Number: 3 4 -1- 3 \i,( ? . Location: � ,, - c k (1-10) S 9 (o - g 4 1-}- Date of Inspection: Comments: Insoectnr: 7D� tP Type of Inspection: (,1 .-y%. �, . r Lon clAX. S f o Time of Inspection: Inspection Report City of Tybee Island 403 Butler"Avenue P.O. Box 7 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No D(0-00 9 9 Date Requested: Owner's Name: Date Needed: Gen. Contractor: k Subcontractor: �3 -21 -J D3- 22 Contact Number: Q. \-, a c .)`' o t ( S .)'-' LO 3 t- 3 3 R Location: 3 A 4- B Viilcz Viii Pl. Date of Inspection: 3 -1 -d 0 t, Type of Inspection: -C-1-) D 4. Comments: Y ncnector• Time of inspection: (3- 030140. ... N. „_ AMERICAN LEGION POST 154 040447 N AMERICAN LEGION POST 154 010150 N CAGLE BILL &JOAN 020140 N COASTAL LIVING 060102 N ROCKER CONSTRUCTION 060103 N ROCKER CONSTRUCTION 060099 N ROCKER CONSTRUCTION 060100 N ROCKER CONSTRUCTION 060153 N ROCKER CONSTRUCTION 060154 N ROCKER CONSTRUCTION 060155 N ROCKER CONSTRUCTION 060156 N ROCKER CONSTRUCTION 3/06/2003 `0' 10 VETERANS DRIVE CONST 4/27/2005 "0' 10 VETERANS DRIVE CONST 11/24/2001 '0' 24 VETERANS DRIVE ACCBLDG 10/02/2002 •C' 26 VETERANS DRIVE ACCBLDG 2/24/2007 "0” 1 VILLAGE PL A & B CONST 2/24/2007 '0• 2 VILLAGE PL A & B CONST 2/24/2007 '0• 3 VILLAGE PL A & B CONST 2/24/2007 "0" 4 VILLAGE PL A & B CONST 3/16/2007 'Ox 5 VILLAGE PL A & B CONST 3/16/2007 "0" 6 VILLAGE PL A & B CONST 3/16/20071 "O" 7 VILLAGE PL A & B CONST 3/16/20071 `O' 8 VILLAGE PL A & B CONST EI.6 DESIGN Co architecture and planning April 11, 2006 Mr. Chuck Bargeron Inspections Department City of Tybee Island, GA RE: Ciphers Project # 0521 The Village at Tybee — Firewall Assembly Mr. Bargeron: Gary Sanders, /NIA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 This letter is to inform you that the Firewall Assembly U435, 4 hour rated assembly will be replacing the previous submitted Assembly U490. I have enclosed a copy of the new UL U435 Assembly. If you have any questions, please do not hesitate to call. rely, Ja et M. Lewis, V.P. For Ciphers Design Co. JL/bp LUUS runt mom t'Ar .= vines, I a.m. FIRE RESISTANCE RATINGS - ANSINL 263 (BXUV) Design No. U434 Bearing Wall Rating —1 HR. TAL SECTION o ita ° 1 44 ; i V V VE TICAL SEC ON 1. Floor Ceiling R - - Channel - shaped, 3-1/2 in. wide with min 1 -1/4 in. legs, .•ricated from min No. 20 n I* (0.0329 in. min bare metal thidm = ,) steel or No. 20 MSG (0 . t in. thick) galvanized steel. Attached to .. r and ceiling with steel r spaced not greater than 24 ' ' O.C. 2. Steel Studs — orrosion protected steel studs, min No. 20 0.0329 in., min bare metal thi 20 GSG (0.036 ' thick) galvanized steel or No. 20 cold formed, p ' ; ed steel. Studs shall be des" the current edi . . n of the Specification for the Steel Structural embers by the American Iron an design details . g the structural integrity of including the . . design load of the studs, shall be steel stud desi i and /or producer and shall meet all applicable ' s .r code agencies. The max stud spa exceed 24 in. + .C. Studs attached to floor and in. long Type 12 steel screws on both sides of studs. 3. Lateral Supp Members — - (Not shown) - Where _ • for lat- eral support . studs, support inay be provided by . . of steel straps, chann: , or other similar means as specified in . design of a particular siee..tud wall system. 4. Gypsum Board* — - Any 5/8 in. thick gypsum w. I... . . the ULI Classification Marking as to Fine Resistance. Applied v • 'rally with joints fastened to studs with 1 in. long Type 5-12 steel ws, spaced 12 in. O.C. Y. :•. 3-1/2 in. wide, steel or min No. (0.033 in. thick) accordance with of Cold- Formed I Institute. All wall assembly, specified by the requirements of shall not ers with 1/2 FIRE RESISTANCE RATINGS - ANSUUL 263 (BXUV) ypsum Board (CKNX) Category for names of Classified Companis 5. Me Lath — - Paper backed small diamond mesh, expanded steel, min lb /sq yd, 27 by 96 in sheets. Attached to studs and floor and ceiling with steel screws (Item 6). May also be attached to eral sup •rt members wherever practical. 6. Fasteners - For use with metal lath (Item 5) No. 8-18 by Phillips flat .. d steel screws. The screw head diameter is in. Spaced 6 ' O.C. 7. Portland Cem Plaster — - 7/8 in. thick. Applied " Scratch coat cons g of 100 lb cement to 50 lb Lim: sand; brown coat • • fisting of 100 lb cement to sand. 8. Batts and Blankets* - (Optional) - Placed glass fiber or mineral bast material Marking as to Fire Resis . Max thi See Batts and Blankets (6 ategory r Y. Hies. 8A. Fiber, Sprayed* — As an al Spray applied cellulose insulati water to completely fill the application instructions supp sity of 3.0 lb /ft3. U S GREENFIBER,Z L C lion. ILt • long ' 1/2 two coats: o 5-1/2 cu h of lime to6atfto(. stud cavities. Any g the UL Classification 3-1/2 in. r names of Classified Compaq o Batts and Blankets (Item 8) - terial The fiber is applied with vity in accordance with the product. Nominal dry dm ith — Cocoon 8B. Fiber, Sprayed* — an alternate to Batts an Item 8A - Spray ap • cellulose insulation ma applied with wa . to interior surfaces in accord tion instructi. pplied with the product. Applied the enclosed viIy Minimum density of 4.3 po NU- . • • L CO INC —CPI ulose Insulation 9. Joint Ta ' and Compound — - Vinyl or casein, dry or p co applied in two coats to joints and screw heads. pe 2 in wide embedded in fist layer of compound ov of gypsum wallboard. wallboard. the lJL ilized cellulose insula- Blankets (Item 8) and The fiber is with the applica• completely fill per cubic ft 'zed joint . orated Pa II*. , • Design No. U435 Assembly Rating — 3 Hr or 4 Hr (See Item 4) Nonbearing Wall 24* -i:i I. t;tA iti'.hh'.`:'iii ,.+..._.a..11.....:+:: 1. Studs — Channel-shaped, 1 -5/8 in. wide by 1 -1/4 in. with 5/16 in. folded back return flange legs. Fabricated from No. galva- nized steel: Stud spacing 16 or 24 in. OC. Studs to be cut 1 in. less than assembly height 2. Floor and Ceiling Runners — Channel-shaped runners, 1 -5/8 in wide by 1 -1/4 in. deep, fabricated from No. 25 MSG galvanized steel. Attached to floor and ceiling with fasteners spaced 24 in OC max. 3. Batts and Blankets* — (optional) — Mineral wool insulation, partially or com le CK stud cavity RO WOO MANUFACTURING CO —Delta Board. THERMAFIBER INC —Type SAFB. 3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry den - sity of 3.0 lb /ft3. U S GREENFIBER L L C — Cocoon stabilized cellulose insula- tion. 3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is 6 le y id 2005 FIRE ESISTANCE DIRECTORY XU FIRE RESISTANCE RATINGS - ANSVUL 263 (B V) 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 edges. For 4 Hr Rating — Four layers of wallboard to be used. Inner layers to be applied vertically with joints centered over studs. Outer layer may be applied vertically or horizontally. First layer fastened to each stud with 1 in. long Type S, self- tapping steel screws. Second layer fastened to each stud through the first layer with 1 -5/8 in. Iong, Type S, self - tapping steel screws. Third layer fastened to each stud through the first and second layers with 2 -1/4 in. long, Type S, self- tapping steel screws. Fourth layer fastened to each stud through the first, second and third layers with 2 -5/8 in. long, Type S, self - tapping steel screws. First layer screws shall be located 5 in. from to 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 fmm 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. Thud layer fastened to each stud through the first and second layers with 2 -1 /4in. tong Type S, self- tapping steel screws. First and second layer screws shall be locate 4 and 3 in. from top and bottom of wall, respectively, with a maximum spacing of 48 in. OC vertically. The third layer screws shall be located 2 in from top and bottom of wall with a maximum spacing of 12 in. OC vertically. Each third layer horizontal board end shall be centered over and secured to the stud with Type S, self - tapping steel screws spaced 1/2 in. from end joint and 12 in. OC vertically. Third layer, also secured to the first and the second layers with 1-1/2 in. long, Type G, Self- tapping steel screws located midway between studs and 1 in. from the horizontal joint. Board end joints shall be staggered. Vertical board joints to be stag from the joints in the adjacent layer and on opposite sides of stu AMERICAN GYPSUM CO Types AG-C. CANADIAN GYPSUM COMPANY Types C, IP -X2 IPC -AR. BPB AMERICA INC —Tyyppee FRPC, ProRoc 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- CIA. NATIONAL GYPSUM CO —Types FSK-C, FSW-C, 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. UNTIED STATES GYPSUM CO —Types C, 1P-X2, WC-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 layer; 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 WRC. UNITED STATES GYPSUM CO —Type 1P-X3, ULTRACODE, FIRE RESISTANCE RATINGS - ANSINL 263 (BXUV) 849 ULTRACODE SHC or ULTRACODE WRC. USG MEXICO S A DE C V —Type IP -X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. 5. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads. Paper tape, 2 in. wide, embedded in first layer of compound over all joints. *Bearing the UL Classification Mark Design No. U436 Nonbearing Wall Rating —1, 2 or 3 HR. (See Items 5 and 5A) 1. Studs — folded back Studs to be cut 1 2. Bracing — Maxim ing may be used. Type 1— Cut fiou with two No. 8 by 1 stud. Type 2— Cut from wide. Fastened to the s end. 3. Floor And Ceiling Runn wide by 1 -1/4 in. deep, fa Attached to floor and ceilin 4. Steel Truss Members — Fa designed in accordance with lion, and Erection of Stru American Institute of Steel Co between the steel studs and sum wallboard. All connections accordance with the AISC s member shall be 3.75 plf. 5. Gypsum, Wallboard* — For thick, 4 ft wide wallboard be applied vertically with be applied vertically or ho 1 -1/4 in. long, Type S self - to studs through first lay steel screws. Second lay long, Type G, self -tapp stud along the horizon Joints in each layer of in the layer below an tapping steel screws board, 12 in. OC for 24' � 2 {•� Mil UMW ,i.. y��. N 1.: -_a-M 0 0 0 0 ©0 �o CEILING ALTERNATE CEILING DETAIL 0,' 0 �ri 0 1111 j�_ t;0 o- ti -t3—�i .Il;! -0 11 NI:. 0 �, �'' Fo 0 - shaped, 1 -5/8 in. wide by flange legs. Fabricated fro in. less than assembly h spacing 60 in. OC. E teel runners, 5-1/4 in. self- drilling, wall . ds wrath three 'ca wi 'ea e Cha ted th S .•• 1 board. CANADIAN ULTRACO UNITED ULTRAC USG ULTRA For3HrRa. with square or joints cen horizontally. tapping s. layer with 1 fastened to Type S, and secon screws 1 each be stagg side of s FLOOR in. deep, with 1/4 in. No. 25 MSG gale steel. ght r Type 1 or Type 2 brac- long. Fastened to the studs - tapping steel screws in each 5-1/4 iii_ long and 6 in. ype S wallboard screws at each el- shaped runners, 1 -5/8 in. No. 25 MSG galv steel. teners spaced 24 in OC max. with structural steel members cation for the Design, Fabrica- for Buildings published by the ction. Truss members to be located members may not contact the gyp- hall be riveted, welded or bolted in lions. The min weight of structural .1.. IN I ting — Two layers of 3/4 M. re or tapered edges. Inner layers to over studs. Outer layers may tally. first layer fastened to studs with g s screws. Second layer fastened 2 -1/4 . long, Type S, self- tapping secured . the first layer with 1 -1/2 in. screws 1..: ted midway between each f each .. rd and spaced 24 in. OC. to be sta; -red 24 in. from the )joints osite side o tuds. The Type S, self - 24 in. OC or the inner layers of wall- yer and 3/8 from the edge of the • I with also steel into board on be Aced e outer la 1.• , I YPSUM COMPANY — E SHC or ULTRACODE C. TES GYPSUM CO —Type -X3, ULTRACODE, • E SHC or ULTRACODE O S A DE C V Type IP -X3, TRACODE, DE SHC or ULTRACODE WR — Three layers of 1/2 in. thick, 4 pered edges. Inner layers to be ap over studs. Outer layer may be app layer fastened to studs with 1 in. ws. Second layer fastened to studs /8 in. long, Type S, self - tapping steel tuds through first and second layers with tapping steel screws. Third layer also layers with 1 -1/2 in. long, Type G, self -tapp ted midway between each stud along the ho 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 spac IP -X3, ULTRACODE, • D1 wide wallboard lied vertically with vertically or 1 g, Type S, self- ugh the first ws. Third layer 1/4 in. long, to the first steel ntal joint of to pposite 24 in. cipHERs DESIGN Co architecture and planning March 22, 2006 Butch Cook Rocker Construction P.O. Box 2962 Tybee Island, GA 31328 VIA FAX - 912-786-7147 Re: The Village at Tybee Project # 0521 Butch: Gary Sanders, AlA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 cc?, RECEIVED o A special inspection is required for the use of the "Quick Tie System" by Quick Tie Products, Inc. per the International Building Code 2000 Edition (IBC), Chapter 17 Section 1704 Special Inspection. The Special Inspection is required for use of Q1000 Quick Set Epoxy. A registered engineer or architect shall inspect the construction. Such inspection shall be of a nature as to determine that the construction and quality of work are in accordance with the contract drawing, specifications and the manufacturer's installation instruction. In order to satisfy the City of Tybee, Ciphers Design Co. will perform the required Special Inspection and provide the appropriate forms required per the International Building Code (IBC). You will be required to call Ciphers Design Co. to schedule the inspection a minimum of two (2) days prior to inspection date. If you have any questions, please contact me at my office. 7-, rely, z•d Janet M. Lewis Vice President for Ciphers Design Co J 'blp i iF,il1 i i 60103 060099 060100 060153 060154 060155 060156 IJ WJCLEF: Ci ild' TFIUCTU =ir! N N N N N N N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION Et,56- EE2-2T6 L/24/2007 0 2/24/2007 2/24/2007 2/24/2007 3/16/2007 3/16/2007 3116/2007 3/1612007 '0 "O" '0' '0' '0' '0' '0' 1 .ILLL.,3E FL B i =i iW T 2 3 4 5 6 7 8 VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL A &B A &B A &B A &B A &B A & B A &B CONST CONST CONST CONST CONST CONST CONST Rwd e I S: T T 90 2Z - w CIPHERS 22 East Liberty Sheet DESIGN Co Savannah, GA 31401 912-233-9968 phone 912-233-9543 fax FAX TRANSMITTAL To: Chuck Bargeron Company: City of Tybee Fax: 786 -5737 Phone: From: Janet Lewis CC: Date: 3 -1-06 Pages: (incl. cover) 18 Re: Ciphers Project #: 0521 Village at Tybee Remarks: Please call with any questions. Thank you 6°1 - r5 OC) k 5 I �a9 sg 85- 674i-- (0SqS ce.LC_ FAX TRANSMITTAL -NEW T'd Et•SS -CC2 -216 Rwd dS0 :20 90 To ..Jew 2'd 0913A The threaded stud 13Imitated in a predr lied hole which has been Witted Whet bit complying with AN3 1394.14. The hoe is drilled to A specified ate* 9116 huh dense to 114 Inch denuder wire rope and 7I8 inch Cilameher for 318 inch diameter wire rope and anbedmen: depth 4 inches fro 1/4 inch diameter wire rope and 6-314 Inches for We Itch dlenwter yam rope and cleaned using omprrt sd air and a 'Van brt0. The Inlemenn gz4 repo Is injected into are hale, staling et the bottom end greduely mated tip-vdrd until the hole is apprOlamatelyone- hatftilt. The threaded stud $ Inswtdd, whge turning, until Epoxy flows out oldie top of the hole, Idly en'redr8r1 ;Iasi stud Sand 5rength a reddeed 81 elevated temperatures, see manufacture's literature. The hardening and Owning Flue at different temperahues inn the epoxy re specified by the manufa 4 rsr {60' r slow set gel time }r 43 minulen and caving time LS ..F 4CLr8). The Viett ete ce the spray resin is Mo years mtnenu rs. Spedathispecdon Is requted inn nn,xaeehn ow rlitrrh. 108 section SA of 51(3 Mee. LEGACY REPORT PAGE 2 OF 17 Structural Quality, Grade 50, Class 1 (F„ EG Y611F, = 50 kei) steel from G9O ant orating. The 3 inch x 3lnch street wadrer cereal= a 915 Inch x 1 -1/4 inch *abed hots centered on the diagonal of the washer_ The washer ai rrenutotwrad from ASTM A 57e Meal +With F 45 ksi and F. a 3p ksi. The assembly is to be ttndei16d with a V inch diameter bolt enough the 3 tilt x 3 filch parkin of she bent shop mid tie 3 rich x 3 inch waei her. A atendant, round washer Or a *pia, 1i13 inch thick ticking washer and a nut on the hot comalste the anchoring. Nails we driven through the anhaile belie of the airap Into the •,-std el.rd'o, blame, bsiooffi or rafters to c0rm:time the instailariom. 4.3.5 Quick Hold Down Anchor, DMZ d:oneisettke two pais, a 12 gaitip (0.09:14 err tt) 9 (led steel, beta strap and et uncoated. 3 toll x 3 inch r.'.E MCA (0.500 inch) stem hurdler. The seat is 3 Inches wide and 14 Itches long to bend he. Al 9913A ;3&18d.4it: ( i, POSE ICC Evemaifort Service, %C. memessmagional arena seas) wadnatw Roat mats, Whale mem a (slot m9o143 aegeona Belot r goo Monctat Rwd. Same, elm inghb8, Akkattir. F.52* • c:w speesas WW W"JCC- l6,o1'9 Rettone 0111018 4051 Went Rearm s Road. Cormsyl3 s Wes. ramie 60478 • p30)728-2305 The Stittwammitteo on Evaluation has reviewed the data eu ntalledio rcompliancewtththeStandar :MilaneCodeoQ the SEICC1 Standbni fa' Hordcsne Reams Reetdendsl Consvuctior© SSW 1040, the 1993 Inlernell na( One and Two family Dwelling Core, and the Florida Butting Code 2901- Building acrd suitmN0 to the BuikOng Official or other authority having jurisdiction idle following report, The Stoocnmiclee on Evaluation, end /CC-ES and Ns staff an not tetpoasib(e for any exam or omissios to any decimetres, cakulMlans, drawings, alxes3lcations, lasts or srmtrearies prepared and submitted by the design professional or parparer of record that are IJsted in the Substendi8583 Date Section or Sae report Pardons of this report were pneviWmiy ktcluticd in Evaluation Reporfa;fifl813. REPORT Nit.: 9913A EXPIRES: See the currant EVALUATION HEFONT INDEi CATEGORY: NAND ERS AND SUPPORTS SUBMITTED BY: QUICK TEE PRODUCTS, INC. 2831 POWERS AVENUE JACKSONVILLE BEACH, FLORIDA =7 404.132.077 1. PRODUCT TRADE NAME 1.1 Quids TieT1r System MS); ; 1.11 tTTP')1ii" Quka tie 1.12 013(X) 3/fir Quick Tie 1.2 Quids Ocnnectrxe 1,2.1 I1A4 1,22 MS and LS 1.23 MIS and HI'S Twist Sh'epa 1.24 41131 Dula Mdd•down Anchor 12 CeirY-2 i3uick Iidd•Oowfl Anchor 2 SCOPE OF EVALUATION Structural: 2.1 Wild Load Uplik 2.2 Wind Load Lateral 3. USES Quck Tea and Chick Connectors ar6 86x810 anchor wood stud watts end retell tarot t meflrbena to the foundation. n. 4. DESCRIPTION 4.1 General The Quick Tier' System is a fairiated root n j w0li anchoring system consisting of a wire rope %ugh threaded studs swaged to each end. "ire threaded studs ere ennCedded kdcs hardenod concrete by stifling and using epoxy adhesive to apcltor to the foundation The opposite mid of the wire rope svihEstedtreaded stud i5 extended verlicaky to ate top of fie surd wan where a steel plate end wt are. tamed In anrhar the 10p pja1e. 1'VOred musses, headers end boson plates ere oarnecte5 vidh ()saki ^.crs1eobn;topro1de dsrbution ebbed 10 the verficelwire rope. 0081410!0519 of the system ere listed in Section 4,2 Materiels end 4.3 Ouidc Connectors. 4.2 Quirk Tae, Sysiexte (0751 • Materials 4.2,1 QufaTier CNAan6QT3(x:Aim %wka rope, either 1/4 inch diameter or 318° diameter . Threaded Sksdti are soaped onto Bath end 0( Lie wiry rope, 1+ inch x6.114 inch with 4 irtr103 of threads for the 114 inch wire rope and 3+4 inch x f; Inch with Siciter, el thread tar die aB text) wire rope mart ijtit8 raves are 0.030Irvin dloneter, or maw, with minimum F, r 268,000 pct. (X indcat %the length it: feel) QT(3 1/4" elrarft wire rope, 1(4 •south diameter, 7x19. 99Nerezed steel whet a breaking strength of 7,404 posstde. individual wires is dte wire rape ere gewani3211 WWI a minimum of 0.10 ounces per stem foot of uncoated wire surface. QT3(X) 3/V aircraft Mr* rope, 3/8 inch diameter, 7x19 gatedti ed 315e1 with a breaking strength of 14400 peurhds. Inc4viduol Sri 9es in the etre rope are galvanized with a rehti neon of 0.10 ounces Eher square hoot of uncoated vise ;.unlace. 4.2.2 Washers tABYJ45 and taste: Steil ;Jae 3 Inc t x 3 inch x 1(4 'arch ASTNI A 36, Or A 263/264 or A 670, nMilkrah yield strength of 33 (01 and minimum ultimate strstsgat o145 ha. Mee ere S4 inch Grade 2 flex Innis with kick washers. 4.2.3 01000 Quick Set Epoxy The epoxy u a 4. few, )45200 brand, manufe0shriti by U.S. Metter, 6i0. 1CC-ES Legacy Report ER-4398. a tae tomprtwir s8uttusd epoxy i sad bym)si tival loci this epoxy iflleciiion g4 packaged in fad paft or cartridges are etselted Into the toot cord (84pansed hlrougn a d xsatle 8105(0 nothing npZ0d. The 'Isogon gds is a mixed product obtained by mixing r3 base robin WM a hardener. The Canpcnente are mixed en a ore -qone ran i° a static mixer. The hardener is wk.-coded irl red and the base resin is provided in a Wile Eva peek. M alternate slow set thardsn r may be owed anti Is papmgild In ate fad gads. h. t- CStycy nvr..•,ava:w!rfM'r•7rmEpf a.ndirtY. -uvoer mkc.vtrLtici.wr ibruyr R, 4a,xW , •.•a,rnh rr::.iarroa ca of&etpariroraroaay.wdtimafir iu,nr The k no ay..vovkrICC Ewirn:wl4. Are. to:..rga,.r rriayrkdma.agr II* fog waddr „ven rn,4s n...Lwp, rntoy rr.8 ., :nt:•n1M de Nor) Coltrrta1Aar 5061 ,•a E17SS -EE2 -216 1 CC7 ..7001,-T6 Paso I.0 cf e",rtusttoo"la'a 1SJoa9 dila:TO 90 TO .aeW RWU dS0:20 90 TO JeW 313A The threaded stud Is installed in a p,edrilted hole which has been drilled with a alt oomplying with ANSI 13 94.14. The hots is drilled to a specified stye 9/15 in& dlarretor for 1(4 inch diameter wire r o p e and 7 / 8 ,lido c anteter for 3t8 Inca diameter wire rope and embedment depth 4 inches fro 1/4 inch diameter wire rope and 6-3/4 inches for 3/8 Inch diameter wire rope end cleaned using compressed air and a nylon br•.wh. The injection gel epoxy is iniacieti into ate hole, starting at the bottom and gradually moved upward until the hole is approximately ons-half full, The threaded Mud is iesertsd, while turning, until epoxy flows cut of the top of the hole;, fi.lti en edd=r.g lee stud. Bond strength is reduced at etewated temperatures, see manufacture's literature. The hardening and currhg time at different temperatures for the epoxy is spe ified by the manufacturer (60" F slow sat gel time is 45 minutes and txrrIng erns is 36 hours). The shelf life of the epoxy resin is two years minimum. Spede! inspection is required for-Instilling the 01000, sees section 5.4 of this report, 4.a Qttla's Connecter. cter. 4.3.1 Qufalu Connector HA4 Hurricane Anchor. 13 gauge (0.0466 inch) thick anchors used to fasten wood rafters and ptrted wood :n,::aet to wood top plates. The enctnee are used to resist uplift loads, and forces applied parallel to perpendicular to the fop pates. The anchors are manufactured from ASTM A 653, Sewiuraf Quality, Grade 60, Claes 3 (F„ - 70 ksi, F. - 50 fret) speraiicatlene with a G 90 zinc coati g. 4.3.2 Quid:. Connector IS 8 MS Series Straps: Light Straps (L3) are 20 gauge (0.0356 Inch) straps, Medium Straps (MS) are 16 gauge (0.0575 inch) straps. The straps are rtre;tufaohuad in lengths varying from 6-5/8 inches to 48 -5/8 inches. Each strap is 1 -1/4 'aches wide with naa notes punched at intervals of 1 -1(2 inches along its length. The nail holes are staggered across the width of the alma. At the mattengln of each ramp is Located a tideless area 3 inches long. The purpose of this space is to preside e distance of 1 -1/2 inch between the joint in the weed being joined and the first nail hole on either side of the joint. Tyre fast three nails art each end of the strap are spaced 3/4 Leah apart and are staggered across the width of the strap. The straps are mawfactured front ASTM A 633, Structural Quality. Grade 50, Class 3 (F„ a 70 list, Fro 50 ksi) specifications with a G90 zinc c:,x tin ;. Quick Connector MTF end NTS Series Twist %raps: The straps are manufactued In lengths varying from 12 Inches is 28 inches. The straps have set onset shape to allow for twisting and tending. Each strap is 1.250 inches wide with a cloak lay row o nail holes punched at intervals oft inch staggered each side. The MrSi2, MTS16, MTS 20 and Mr524 are 16 gauge. The N r320. HTS24 and HT"ZSP 3 are 14 gauge. The straps are manufactured from ASTM A 653, SS, Grade 33, (F„ ,: 45 lei, F, 33 2 s1) scal:W ens with a G 90 zinc coating. 4.3.4 Quid; Hold Down Anchor, Qtifel: Consists of two parts, a 14 gauge (0.075 inch) galvanized steel, bent strap and an unmixed, 3 inoh.x 3 inch x gauge (0.239 inch) steel washer. The strap is 3 inches wide and 14 inches long to bend Cite. At nne end, •the lest three inches at the strap is bent 90° to the remainder of the strap. In the center of the 3 inch x 3 inch portion of the strap is punched a 9/16 inch dumeter hole. The tong part of the OHM contains nine pair (eighteen total) of tauncherdt hetes, 0.185 harm in diameter, and spaced 3/4 inch apart for riding. Each pair of nail holes is offset 3/8 inch from the nail hole , above andbr below. The first four inches of the bent step, above the 3 Inch x 3 inch portion, do not contain nail holes. The grilva >i_sa bent strap is fabricated from ASTM A et13. 2'd L062- 988 -ZT6 E'd 617S6- 6E2 -2i6 PAGE a OF 17 • • • Structural Quality, {ode 50, Class 1 (F„ r 55 KSI. F.. a Sc keen steel from G90 zinc coating. The 3 inch x 3 inch Steel washer contains a 9(16 inch x 1 -1 /4 inch Maned hole centwed on the diagonal of the washer. The washer is manufactured Front ASTM A 570 steel with F = 45 ksi anti F, ksi- The assembly is to be installed with a eh inch diameter bolt through the 3 inch x 3 inch portion of the bent strap and tie 2 inch x 3 inert washer. A standard, round washer or a split, 1y'8 inch thin folding washer and a nut on the bolt corrpleee the anchatine Nails are driven through the smaller holes of the strap into the wrod said_, beams, iruessa or rafters to covrplete the installation. 4.3.5 Quick Hold F Lem Anchor, QHD2: Consists Cf two parts, a 12 gauge (0.0 1 inch) galvanized steal, bent trep and an uncoated, 3 inch x 3 inch x az inch (0.500 inch) steel washer. The strap Is 3 inches wide and 14 inches long to bend line. At one end, the last three inches of the swap is bent ere to the remainder of the strap. to the center of the 3 inch x 3 inch portion of the strap is punched a 5/8 inch dam ta?r hole. Tire long pan of the 0i11D2 contains 15 par (30 total) ;of punched notes, 0:186 inches in diameter, and spaced 3/4 inch apart for ratling. Swat pair of nail braes. is olfeet 3/8 inch from the nail I10tes above aricaor bek?w. The Tire! tour inches of the bent, strap, above the 3 inch x 3 inch portion, do not contaa nee holes. The galvanized bent strap is fabricated from ASTM A data, Structural Quality, Grade 50, Class I (F„ = 65 K.St. F, =• 50 ciao) steel from G90 'rte coating. The 3 inch x 3 in& steel washer contains a 9116 inch x 1 -114 inch :dotted hole centered on the diagonal of the washer. 11* washer is manufactured from AS Tie A a6 steel with F,, = 58 test and F, = 96 ksi, The assembly is be ineated with a 618 inch d ameter boil through the 3 inch x 3 inch portion of the bent strap and the 3 inch x 3 inch washer. !A standard. round washer or a split 1/8 inch thick looting washer and a nut on the bolt complete the anther :rig. Nails are dery through the smeller holes plate strap into the wood Muds, becir*..v asses or rafters to complete the taetalaiion. 4.4 Design Loads Design load tables are shovn below with ellowabto head of the connectors, fastener ecnedule, dimensions of conrjedas, and drzaeinty, of ct.'•neetora. 5, INSTALLATION SS.: General ci>ickTie end Quick Connectors are installed in acnraa ice with the manufacturer's published installation instructions and this report The ssysstem ehall be installed by o ntrai:lori trains st and licensed by Quick Bracket, Inc. The manufeduter's published installation instructions and this rep ortenaalbe strictly wl ireredtoatcda copy of these instrucee s shall be awelside at all times on the job site during installation. The tnstruetions within this repast govern if there are tiny contents between the manultecturer'c inetnuXions and his 'sport. 52 Foundations Cock Tie Arai* Bells are enbandr d into concre a leandaiore that are minimum 8 inches thick sith a minirrurm u)ompressive strength of 2,500 psi. The bolts that have a mieineen edge distance of 2 -1 /4 inches for 1/4 inch diarnaterwire rote and 3 -1/2 inches tin 3/8 inch diarneier wire rope. rind shall be3 shied as aJT4s'ooJg•11 a2aoeg RWH dTZ:TO 90 TO Je)4 dS0:20 90 TO JeW s •d .,47 LEGACY REPORT ammombammuraximpexamasavimmomo 9913A Issued April 1, 2004 MIA ICC EerdllititittIot7 Service, Mc 8uetnes&Rectoest office 1 5;160 Woilenan MO Road, Whittler, Caiforn a 90stt * (562) 443 Regional officer 900 Montclair Road, Suite A, Siniiiiigtxtiri. Aisbarna 35213 a (2C:5) 5990E00 www.ice-es.org Restore/Office. 4051 West Flosernoor FioaLt caul try aub tfAle, linos 60478 (7OS 289 -2105 The Subconer:kn:e: on Evaluation has a'cviewed the data submitted for compliance with the Standard Building Cadet the SSCvf Siancard for Nfrrricane Resistant Residential Construct/ink SS7f) 10-99, the 1998 international One and Two Family Dwelling Code, arid the Florida Building Code 2001- Building and submits to the Building Official or other authority havlrrg jurisdi Lion the following report. The Subcommittee on Evaluation, and ICC-ES and Its staff are not responsstlis3 for any t;1-ors or omissions to any documents, calculations, drawings, specifications, teats or summaries prepared and submitted by the design professional or PiTtParot o'f reoorcl that are fisted in the Substantiating Data Section of this report. Portions of this report were previously intim:led a Evaluation Reports =13. REPOR NO.: 9915A EXPIRES: See uie current EVALUATION REPORT INDEX CA ciao: iRY; i- AN ?ERS AND SUPPORTS S SUeIllaTTE:D QUICK 'i iE. PRODUCTS, INC. 2951 POWERS AVENUE JACKSONVILLE BEACH, FLORIDA 32207 904- 732 -9377 Ww w.gctif jAtieir odocte.4c nt 1. PRODUCT TRADE NAME 1.1 Quick Tie" System (QTS): 1,1.1 QT(X) 1I4' Quick lie 1.1.2 r;,il'3pq 3/8" Quick Tie 1.2 Quick Connectors: 1.2.1 H>', 12.2 MS and LS 12.3 NITS and NTS Twist Sys 12,4 OHDM Quick Hold -Down Anchor 1.2:1 t iD2 t')uirf: Hold Down Archon. 2, Sr.:OPr• E OF E»ALUAT)DN Structural:. 2.1 Wind Load Uplift 2.2 Wind Load Lateral 3. IMES Daitk Tie and Quick Conned ems are used to anchor wood stud walls and roof framin t members to the foundation. 4. DESCRIPTiON 4.1 General The Qui>y,t Tie System is a faori;ated roof and wall anchoring system consisting of a wire rope with threaded studs swaged to oath end. Trio threaded studs are embedded info harden:xi Concrete by drilling and using epoxy adhesive to ahchcr to the foundation. The opposite and of the vlre rope iraih ire Threaded stud is extended vertically to the top of the std \Nall where a Steal plate and ow are . used to anchor the top plate. Wood trusses, headers and bottom plates are connected with Quids Connecters to provide distribution ofloadto The vortical iiviro :cps. Components of the system are listed in Section 4.2 Materials and 4.3 Quicfr Connectors. 4.2 Quick Tier' Systems tiaTs) - Materials 4..2.1 QuickTuari: QT(X) andQT3(X): A:rr:Yatt wintit rope, either 1/4 inch diameter or 3/8' diameter . Threaded Stud are swaged ofllo with end ate wire rope, :4001 ;c 84/4 inch with 4 inches of threads for me 114 inch wire rope and 314 inch .x 9 inch with 6 inches of thread for the 3/8 inch wire rope. Individual ueres are 0.030 inch diameter, or smaller, with trinirnurn F, =,,268,000 psi. (X indicates the length in feat; QT X) 1/4 aircraft wire rope, 114 inch diameter, 7;e19, galvanized steal with a treating strength of 7,000 pounds. Individual erfr� in no ;:sirs rope are galvanized whit a minimum of 0.10 ounces per square loot of uncoated wire surface. QT3(X) 318' aircraft wire rope, 318 inch diameter, 7x19 galvanized trteel with a breaking strength of 14,000 pounds. Individual wires in the wire rope are galvanized with a minimum of 0.10 ounces per square foot of uncoated wire surface. 4.2.2 Washers ABW43 and Nuts; Sled plate 0 inert x 3 ;anon x 1/4 inch ASi'M A 36, or A 2631284 or A 570, rniitimur l .field strength or 33 lesi and minimum ultimate str©rvath 01i 5; fist_ dots are 'h inch Grade 2 ilex Nuts with !oak. washers. 4.2.3 WW1 Quick Set Epoxy: The sooxy is a private label HS200 brand. manufactured by U.S. Anchor, tno. ECG -ES Legacy Raparf ER -639e, a two component structural epax7 dispensed by a manual tool. The epoxy injection gams packaged in foil packs or cartridges which are hrsered into the too' end dispensed itrougn a disposable stags meting rruzzle. The injection gel is a mixed prock+ct obtained by mixing a bass resin with a hardener. The components are mixed on a one- to-or* ratio in o lio mixer. The harder is color ended in red and the base resin is provided in a while foil pacts. An aiterriate stow set hardener may be used and is packaged in blue foil packs. scr•F.:..'.tc;r : ei,.:.:..'..gor m4c. rmr4rx ,drsrtprw::ntwg.,:aih.•th,c nragc Dike mrri ='terra :.0 aasr.•gt+'rrLk.r,Afre,4.4 aT•;'r. Jv Cr..t.•Y,ni atO l: dnihs,Srm%,crer; •., sny;;r „fderry,wrf M afy,},rWJewr:wdl,rrlfar fa axe Men ir coo awronn 1.r /CC Eaaluwllnn & &T•,&a' b,.. ,urrur sriwrieed ac in itrJrn,Srg or ether murk, in Nn. ngnrf. Jape ,v,.rpnarari rrlw.r_ = }I by ay M17j C7ayrplt ni 200 t•'d 1.082-2013 -Z16 CbS6 -662-216 earys4oOJ8•t a9soe9 Red Page I of 1111 dEZ :10 90 TO aeW d90:20 90 TO ,teW PAGE 3OF17 9913A required in resist wind uplift load. The foundations shall be designed to resist the design toads determined in accordance with Chapter 16 at the Dude. 5.3 Wail Construction Wood Wiled waits shell be constructed of tcp and bottom plates at minim .im Southern Pine, No. 2 Grade, minimum 2 inch nominal thickness with a specific gravity of G 0.55. Studs shag be a minimum Spouse line Fir, Stud Grade, minimum 2 inch =AM thickness with a specific gravity of G _ 036 spaced 16 incites on center. Ai walls shall have double top plates, At Special Hesper:Son Special impaction is required for use of 01900 Quick Set Epoxy, :he ronsin e icn shat be Inspected by a registered engines or sod 9 •d architect, preferably the one responsible for the design, or by a competent representative responsbieiu the registered engineer, Such inspec ion snail be al a natu a as to determine that the constntction and quality of work are it accordance with the contract drawings and elpacitcations and the rria r ulacrurers instaHation inst'tu:rxtns. Items to be verified byte. 41wint inspector iirkucie. hole diameter, cleanliness of hole and anchor stud, adhesive type, adhesive appticalion, Mud diiernete ,stud embadrneht. mid other requirements specified in this report and the incpuracturer's instrur:Vons. APPLICATION Or THE QUICK TIE SYSTEM k 1 - d06a -288 -d T6 Ci7S6 -CC -2T6 aJi1.4slfooJ3 •s ea.aoas dSa :TO 90 TO Jew dLO :O 90 TO JeW Rwd } alsw.I a„o,...o......�. .•.........Thal...,.... „ QUICK . I , QT, SPACING TABLE AND DESIGN NOTES ,a..000.744 I� NI MNA. Of TRIES TO TOT, HA E1T TE CCiN 2$ 1RLLS8 UPLIFT (Lila MK lE ACING K TIE SPACING MET_ ( ML .4, AISL . D'r,'N LOAD WIN 7 2 L°? ANEMIA EDGE DISTANCE - 2321 Ilia. t�.S.iM F. ALLOWAPLE 17E':2GNLOADwiit3i a D!&rANK-i EC JAL.'Lo at CdL`-.'ATEI 'MAN b"' 0 1Ec50 i.As 'MIeMINl1uMLW3Emama FIBMED182V{".ma YAXBMUhN WLEVPERtRT[ED g» BODE INSTJU OE OF 6" OR GREATEN ISPAOVIDED. us en tc v NOTES 1".. Llht KI, MI S2 OC. MN UsE a CK aU As wrovi 12 OF FAC44 LOAD AMMO OWNER. (COM BIDE OP CORNER PER EREM.YTHEBAEWHERFTHETOPPLATE LAPS OM T[IEOThER IOU.) 2. USE ONOCR1WOOUtZ11E2ATCACNNDOF ILL &SARWALL mums. IF SHEAR WALL IS NOT [SUBJECT IV UPLIFT UEE2 ONLY ONS CIR TWO Ilan (O (TOLD CONtJ ATMS, P.N OP EACH NNEAR. ESAQQUICK Si S CI PLUS OPE TWO TIES T EACH Ow OP EACH SHEAR WALL BNNiM ,ACHOIpaNYl11TIQNALFICl17 COM WA YNE USED ATEHEAR WALL LENOS WHEN OMR TIE BPAC:NO 2 IFN TIE DpMP111tiE ANPM£N►SHJVEBL'P11F4E1 BT USE UN6( MKT*AT EACH EAPCf ALL OPENINGS °Y6UM UNLESS TRUSS LOOS INMATE NARK YNE2 SPACING IS ROARED. 4) JOISSPtiR 1 QUICK 115(8)ATOOPICE IR&TEOUPLIPTLOOSO MD IbI4 U) OPACE ALL QUICK TIED ASSPE :SPIED/1THE TAME PROM= FOR NA WALLS SUBJECT TO UPLFTLOAD& 01 ALL CILlia cTIEB SHALL BE INSTALLED MOONING To TNEAE T \_ ",• :" 2100 I *' I T- E25 c 80 '• ' '- 521 7-0° L 7_ I 1 ir'' "1---r Oro Bier (s0 2 •' -T f --MS 61-3° 615 7�L 6�O 6:00 2 • ' I 7 'ri S76 2 • I t r 5.0 [ 5 2 *.' I 814 ME— 5•" 525 NOM TNR ENACT LOCATION CAN CRUSE BLKLL►ILYAB LONG AS TN MA IALI ISPACINCN TIN MSS NOT a'.% a'. THEREFORE AN RESOLUTE WAWA BPAcE404r's s is ACzEPTAI9LR 2 I 547' 749 .,',..00 ."7.1""`"'" • • try z 2 115a2 • b. 4` 42L5 EIP501FICATION8 UNLESS DF.dES PAID 1»ER1fl1E(I EY A LN i 7 )Frii ALL NM. WHIM ENGINEER 'N0.$' APJU ^ lTS 3T"E fHNSmffiS IS) BEE HEADERCONNEOTION SCHWAS FOR CONNECTIONS REQUIRED FQR HEADERS 8'- e* AND GROOM II) WICK IIE8 BPECIF SEO IN THIS TA911.E ME Taidenotov RITO =METE UiING@t020 EPDXY MEN aTEEMA ENOTEG 10 LOADS IN THIS TABLE REQLARE A MINBIUM 1H" THICK GYPSUM LONGW4LLBOARI DNAIL SPACED RP CLI FASTEN EDMUND 12 G El 'DE TALE C. 711 USE ONLY CU:CL1T5TiV6'F@MMATERIALS A9 SPEW= ARO SUTP .IEDBYtxGOK TV PRODUCTS, INC. 2 2 Tel 2 • 2 U1 4 4130 2 2 3,43 3.75 AM-- 3 • •' 7 '� '-Er 3 2 3C:i" 325 • •T 33• 7 3tcr 1* 'W 3,011 3 ,► 2 a 7- ---21101— TJ3* v{'i" w —33r— 2,3,• QUICK TIE PR. DUCTS JNC.._ a..1cM4tvim t+atAn! Ishf.' eoM1.104T206! t WLNL ti f1=4Y QUICK TIE SPACING -TABLE AND DESIGN MOTES ©CDpirtht 2003 AOk 1119 P IEWSISCig, in QUICK. TIP QT, SPACING TABU. AND DI^S1GN NOTES -•��•" N'LM1k'2.OF TtkUssTo TOP PLATE CO)41 +E TORS iii UPLIFT fyL i ` r. Car, Q[LICK. TIE :.?�ACEAk: MN !C !'ff: SPAONC., 'EIAi --g QAUIC1'C't'T6AILGWAEIi.£. E)57-47.1 LOAD 'MN 2 LI4' ?AN UL M EDGE OISTJsNCE ' 2321 Lfiti. Qum 'ITF.ALLGwAdr.E C63'N Lotto wi1Cih7 DLBTAN E EZ4JAL To opt. Cdt� $7ER 'IV AN b" x+2/160 LTA The t woe amaze RB2lA EA1B21M.T4L? WULIMt7tlLR'LETPERIJITT@D MINN LOS WH°-24ANININUAt ewe INSTANOE OF S' OR DREAM RI PROVIDED. "•••••- •�•�•^. •• ••®.�••••+•�+•�+• •,�..,. ,..«. i K 1 Nd1H5 L7Nf O3 hfiSt2 1. usr ONE QUICrc Tug wOTHIN 1z• OF PAM LOAD BRARI O COMER (ONE SI EOF COSNER FBIIFE1 ESLY Tie WOE. MERE THE TOP PLATE LAPS OVER THE {}:iilltWALL) 2. USE OHS CTM1 OUR* TIE9AT EACH EMS OF ALL *GAR WALL ONL C OR'n4 WAIL (ORISNO SUBJECT J1 ATSDOH FNO OF DS, U SN6Ak. WALL (Zn84ERT, r SHEAR WNLL Rt armor TO tlFLIPT LLlk66, Use CIISCI TEA AS SMARM IN W H P2 USO!E DR TWO TIES AT EACH ENV OF EACH SHEAR N► AtL Rt ;AIIENT.AOM(CONUpIT14.NALMID DOWI MAYB;UI OAT8HFRRTAU .ENCEPASiENCWCKTIEWG:N6 A G0RN RTYioOwlltHE9lAI N►SttAVEBEE11MEl MUSE ONE GUM 7i6AT EACH %OW ALL OfW OVERENT UNLESS TRUSS LOADS INDICATE NARROWER SPAWNS IS REWIRED. A) t 19H>1PECw= QUIOK ne(8) AT CONCENTRATED UPL T LODE OF 1400Tb.MOWER. �SPACE ALL COI= tee ABBPEOIPIFDINME TABLE PR!OVI' FM ILL WALLS SUBJECT TO UPLIFTLLMB. o) ALL CgAgC TES MALL St Itr9,TAUTDAODOROP a TO TNL%E 1 ciii. ... 7, " 1 ‘. -T. OR -.. ( 2s '- '• r 'IMO gy-- '' 1 �. .�tft3 7�0° 73i1 6.75 ] Oci I i OR —'" 06 2 3401 6E0 Os 2 ~-R i 7It 60D 5.773– --W~ I 774 2 T-750. ( 9.1 1 M7# 513" 525 f� Nora 'MR E7IAOT LOCATION OM CRUDE SLIGHTLY AS 1.0140 NT nIM4 TUB DOSS NOT E U M ° E't' 3". THEREFORE AM WAWA AOLUTSMAKMUM 0FCI'D ACXPTMLE. 2 __ ""2L""""�" 2 t R. cR 1 Mr- 3'-!f TV 2 2 RV 4.75 1U."i2 40 4 4 4A) 4 2 . 5 PROFSSE4O11M.ENOIHEERoRARCWfEC =mesa BYA um-New 7) PRI ALL NAL SC EB IN 4 M • AND vreor CORN01mAS IS BEE LEAD CO? IJECflOW soap= FOR CUR EI 1TOM8 IE?ILIFtEU FOR HEADERS FAO!' PhD ORMER. R) QIllCK7lE $$PEOIFWEOINTHISTAE..! ARE EAtdes er)4'INTO 14) LOADS T UU TABLE 0 0 EPDXY A MESS O 1 ERAI PAC OYPBIA YOU BOARD ON SAMISEN OFWUJ .ME'IEN10 EMI Pe1 -'YC' LONG [BOARDNASBIPAi2ED$'Ot AT EOGES ►1D t2 A.GP1 AEA 11)LI SONLYOJ.CICTIE SYSTEM MAT NISPEC1FItEOMtp EUFi+LIEUBYOU OE TL4 PRODUCTS, Pa ....................................... 2 6R 2 1092. 2 CAL 2 Ui 441" 4.00 2 C7R. 2 7 NV' °6' 3t'3 373 Sri 3 • OR. 2~ 3 3 OR ' 2 ^2 1426 3547 3'r' 100 3 a 2 `" ',�UU 3 I I --Mr."-' 7,.,, VIE. —4" --0. - 3 a...,.. 3 .... 2'4' Lo ••••..._._..■..........l_ .11•""ww..rwwoMM. liti At QUICK TIE PRODUCTS,!NC. . QUICK TIE SPACING AND. DESIGN N O T E S _.... _ ..;._._........TABLE Ca Ingir2O 1 UV1Nf.V 0O0.t0.ri 0 L'ol.ciht 2003 CgAtil -PM PIIN UCIgi if16. a) o„ 1- If) CD C, CY) 0 R1 0) 1 al N' N cn CD 03 •ri 115 0 0 n E L CC 0 0 CD CL 0 0) .• N 0 CD 0 CD 0 0 0 L L ICI 4 E E 3"x3"x1/4" STEEL PLAT 1/2" GRADE 2 HEX NUT-1 .......■IT"..1*.•■■•■•.■•••.•••■••■•■•■■■■-.- - 1/2" X 6114" THREADED STUD SWAGED TO 1/4", AIRCRAFT WIRE ROPE 1/4" 7x9 GALVANIZED AIRCRAFT' WIRE ROPE 1/2" X 6 1/4" THREADED STUD \SWAGED TO 1/4" AIRCRAFT WIRE ROPE EH QUICK. TIE P .oDucryqc, V-61/4" owe QTX (embedment type)x(plete or waft height) TYPICAL QUICK TIE PART DETAIL rmarair.IMINIMIMOSIMP P14.5633-Oreb/E7 0013YIkItt 2003 Quirk Tle Pdutt3. Inc, QT-X ii. _IOy3eVd r- co 43 CJ u) al Cu' N CO N CO to 0 0 L DI n E ° CL 00 Cf) N " O "4 0 O 0 LL 10 A El: .I/ [-- 314u GRADE 2 HEX NUT ( fr- 3K.5 112Ki"fel" Steel Plate / SWAGED TO 3/84 AIRCRAF r WIRE ROPE - V" X 9" THREADED STUD i / 3/fP 7x9 GALVANIZED AIRCRAFT WIRE ROPE / v-314" X 91. THREADED STUD 1/ 1 SWAGED TO 3/13" AIRCRAFT WIRE ROPE ...L.............._D 0114r •-•4111.- QT3X (embedment type)x(piate or wall height) UICK T11:: Th ODUCTS,INC. rxiitn.N1M1Y434.1.8.1Z137 9732,5r7so.mena.yot cornwarmotiMMI.la czt,Amer cfelefteseasma.adammlsrtwom TYPICAL NW AIRCRAFT WIRE QUICK TIE PART DETAIL OC.apytight "11113 Chink l`b PftNitzta, .0•008.1..MV•Amir*Inivsnrrna... • •••••■ ww4* -Oka disMIAIWWM.JEMICOLUIMIliall..60111.10114e.UPWOCWOMMOMMUd 'HO - 11.411, CLUT) LOCATION STAMP — ON BOTH 9DES 11A441 (RICI-rf) 1110( TIE oDucTaiNc. TOW*SystaVOCKINUMA VIM P;MICArr9136=11.177.4AW/ HA4 HURRICANE/SEISMIC CUP .1•PAsoMM•114". ou2517" CI:wig:4 200 Okkic Its ProNem, v..,.•ew.ngenEt=4.fwrA•m•am..Iv.m..veeap 2 1 raeamna—ommancrwmwro.....em..,,c.,...on MS4F MS24 Et MS27 N1330 LS9 = v**111M1411111.11510eMEKI wer....mooperAINater.my ■■•••••■■••■■•■••• LS8 --- .1' 1S2 1 M 4 MS36 ; 4 MS39 1 .F ••■■■•■•■••41 UJCK TIE ,ODUCTS,Thqc ••••■■*... 293705,1111sAi,t4WOOMULTILA.A2Ot POMM.17471 Ma:WM. Fri4 LIVAZaralt MONA. Ia.:MR.8 LS24 1 1.25- t MM. ADO M NE419 HMV, afkk. AS f11.194. exuE MEL (1MICIE, COW MGM A-144 LS & MS STRAP moo= cum , Oopyrigh; no Quick Tic PitchkCis, Li {al em I 2 his SOCA) rr. *our. PAC-;E 9 CIF 17 9913A .1.0114.1.1.1.10:t.11.7.12 LS & MS STRAP TABLE 71-cl at'd LCaz-aas-zT s 6.17G6-CC2-2i6 eJTysmooJEca 02Acas Rule' dire:TO SO TO JeW dOT:20 90 10 JeW iii,1111 61-1.i NIP-- 11111111 'li 111 Illnliiiiii116)!IIII § alF. §NtIll 911 '4' #Efia § Ill itio 0, P v" - SI Zt 7-r a . 2 .4 -- 2 .1- :16: 'I' 2 . - m z-k• * co e 7,... .... ittligigillii :ERE, alliti ,§F.013 E§01 Eig 033 , 4 ' ' • gi 6 C I eltowt -CC S Fl II g g E § Bel tiao§6 II@ § a P 3. i •E DOE rill!!! Mil glgg fIf 0 iggggl fff f fl III gl • , • ..... , • ... • • ..... .1.0114.1.1.1.10:t.11.7.12 LS & MS STRAP TABLE 71-cl at'd LCaz-aas-zT s 6.17G6-CC2-2i6 eJTysmooJEca 02Acas Rule' dire:TO SO TO JeW dOT:20 90 10 JeW _._,,.,..n_....,..,,...„,...,_,v,_,,,..__........____. r., 21WVITS2A110. 24.001r PIRLIKatitiTrUar/ 20.061....2.MS_VE WM, 14eq Eli QUICK TEE PRODUCTSPK. MWSZJAMLICONVIIMA.:3207 ,1~XeM Avarmlaro 1..WIMT IMILYBA CILMILLT ICI $PAGEOLItta MTS & HTS TWIST STRAP ••■•■•■••■ 0PYttah t 2003 Putck Prod:xis, Inc. Aire mew-gel j_OF HTS (14 Grnwe) • LL 40 ©L a5VKI i 912- 233 -9543 912- 882 -2907 1,1 110111•11VXMIMIMPIPISNIMAIIIIMOSI .. . _ILF a RI g , 11 207,1•.-1.11.T rtentabo MA.rmP Mi, EN 12 24 22112*t0we1ak1s 2 041V7.2 ( .r 0. IP2 I ........ t OA ell ,,,?_u,,. f021 0 : __IA w We .....m. m vs V. IleldiT 1 Jr • It 4201 20' MA 1111...14,M__, AO 1P14 . nn r El u Kw te 4...x......m.r *id in' W... NI 0211. tr 1 gr et, •• 01 —V -AM ....1.11..., iir SILL.M.... Jr_ *DX i up Ilti 10 MAUL 23' I ir ga tir .31.3,12 ts_t To 1201 21 Si 0 101 tff 11W 112 la 1000 fl a Totcom. J ....aw 110 121111 01 .11 0002 LUCK TIE: P ODUCTS,NC I MIS4 fAX0,4) confr3.1traw wwm.K.rp.ustri --- fterometaamaarnorwas.promnesoruveowa MTS & HTS TWIST STRAP :00001*WilliallIMASUMIIPCMICF 3)11/1111XICItlatCPA 11*.ACJ:41411A/ IV/Aft 0054 XIINGTIBLECMPTKI ARIVIVRINSAVI,0110 tt,IW4 RtECILDAMM15411Wlitzt143. titUf.C14119tiMASSW:4235"111111e11612.VIIMIM. tacong Ittlmsr241.2X.: MVO Oral 1,21.10:2114— • fr4CLJX10 04,1tAt04 1141,111X7.741A COomovit xxo (aak 110 1124100124 ICXXIC7 CCM we tie Gatti') r-Mt 4 Gauge) C.1 Mar 01 06 02:12p flrn Mar 01 09 0138p George R. Brookshire 912-233-9543 912-882-2907 p.15 p.14 0 1_ I LI AO Z1.35V.:1 ti£166 912- 233 -9543 912 -382 -2907 QHDI ka.*■■•:}elavepo.a...•••■•■••■•■••••■■•■■MKOVOImI■TIMINIMOICyll,./1.1.49Nf.../.../.1,14111.0.01.1.111VIIIWV.11•14.17.. Typical QHDI Hold Down Installation Gal KU DOWN CONNECTOR ihtIVI AL eittniars Winn, litivintia OM 27J4 WO Pea117-ml 11111;11 OM 2734 itv Puix Ifr PI r II Ir• ii : • ;Me ilM",.€471- xsur Wank& Mil —ireq•Zir. pm I ,ww„,,,, i 27i0 OW It Maga 11 Unto, licrioan19,b.13•CI53, wthlklitoro galore.41 N. {qv, ter wthel,r."4. atrult.W1 fit 01.4 ROO* 00011 NM Mb aell11 animal Oh Prmlotograz 4, 1/11414, (9b. ibr Nkt mtrokn nark k ff rofiF 41crgalra titr, LICK TIE P 2..m.Avuics-vaysiaxe_zrax intr ZIRIGVAMPav QHD1 HOLD DOWN CoPrisft. 200 4021c Tko Prodlos,. No. WaaemiSCINIII4A/1.1.111111.01.10■0•11,111-41101.011,.........••■!BnI,21111...14.791.0.. -1.1.1=•41 •1111191,.....ttlY.MELAY MID1 04,101■0. .■7111•11.11.4.r• Wea ilhINI• 912 -233 -9543 912- 882 -2901 •ri 0 0 L. CR • n E L 0 t9 IL NI 0. 0 0 •• 0 co 0 to 0 0▪ 0 L L 11) (11 ✓ E recbooa-me. sateontInNtletWorna.,....trulek;.•1**4;;NIO*m*...*.namommome.*. e;‘,■.* WO° . J440ore 04...eMitigEt. OHM MATERIAL: 12GA, 33KEI, 090 NOTE: ALL NAIL HOLE SNAIL RE AVM DIA. ROLES UICK TiE ODUCTS,INC 1,-movrksof vilecNitulut 11717? 1110:11)Mirrb 9AKX-1732-4eVil ITYMIATT1MIBARMIEMOVID .01000' talt0 HOLD DOWN it 23 kTh Prodirtrx Ina. ....146.1,■•••■001.70/..."0.1.,■•■■•101.VMellm.ulale■■•••■■.,,,.......o......mrslen.117•••■,•••••■•• --0 .1117maisokall=11.11.MMW RAW r.:1*-: WT157 01102 (12 Gatek3) LL3�tt13)VI ....metegmliNuMmesiOrbrom ..1•10.•.11.1•......1111■•■•••• QHD2 42102 HOLD DOWN CONNECTOR SOTO( Lorbir Is &Otero Ltx, Oak alb Wave antrycl los MI 19,4. ere saw cpalso, 4111 Wan hi AMaltlelli Wit*IIKOWITIOn, Wan 'MC OM* Are 101vaftw, 'WI erbi 0.4x-OPai liewpoll not roMONSall ier$00.4R0 6 lb rola s br lie • . QUICK TIE P ODUCT%%11\1C, 295., MAIM M1110.C.K2WFUrn. 32107 rigilefair.WIEFAIt004102.44fit CeilMff'224.5 r1411...44.1C cS11191.ry Typica QHD2 Hold Down Installation Mot& Lsima Vda) 1111) Oni tin 1C40 40S0 4O coo ea QH02 HOLD DOWN 0. Cp....1AM 2Ii QtAok 9913A PAGE 1eOF17 GEMEP_A.L NOTES FOR TABLES .-Ulowatee loads shown are in pounds. 2. Line= otherness ss nails are corD.mon wire. rites of the penny We.i t rivwu in 810 ttbtec. Nails ehaii comply '; its Federal Specification 'eF -N•1056 and shall have the fo5owing minimum berrl'iing yield strengths, Fyn. D 0.131 in, r„ - 100.000 psi field, 0 e 0.148 in, F = 80,000 psi led. 0 e 0.162 in, rw = 90,000 p( I Loads deeiertatea as (rioanal) or (100) maybe increased for duration of foal of ember construction in atetarderext wittr;Taele 2.3.2 of tee N0a up tothe tabulated atfrnvatAe foeds of (133) and (160) for .line rand seismic.. Load tft.ra €nn edl'uelments under the %ride Building Code shelf be In accordance with section 7609-4.3- Except for duration of load increases in timber construction ho increase in loads over lhat designated as (neenai) in the tabt dated tables shall be permitted for load eenittlttntions in eflovvable INN t!t d ign ()- "Uplift' fowls have been increased 1.33 for wind load and no further irererases are permitted. 5. Allowable loads noted in the Design Tables are for fasteners only. All framing members shall be designed in accordance with the requirements of their approprlai s design seedftcations as referenced in the Cadet. r. Load capacities in the resign Tables are valid for Southern Pine with a Specific 'Gravity of G e 0.65. If the connectors are wed on 12s;;er gradett or other types of need than those specified in this repoll, lad capacities shall be verified by Into trr iL: ieditin r by a registered engineer. 7. Beams or headers s:pearling joists shell have the following minimum widths based or. nal sizes atfachine the con noctor s to the wood structural members. Nail er! tU d 16cl Min. Width ref wood member 121 inches 1.46 inches 1.52 inehee 8. Nails completely peeetrating 2% ioistc or rafters shall to cinched downward. 9_ The connectors have not neen evaluated for simultaneous loading oontutions. 10. Si !snit's. corn arsicrw: I in,. 25.4 ntni, 1 tiff 4.5 N 11. A review of the dimensions shown in the Tables and Figures is outside the scope of this Legacy Evaluation Report. SUBSTANTIATING OATA ft. i Mar :utaciurnr's desrNiptive teem' e, specificatiorr2, r?liil order certificates, engineering drawings, and instal ion ine r 'Cftom. • WRCA Wire Rope Corporation of America, Inc.. letter with inill order ce' Wcale.s. • Mill order certificates for steel used to fabricate HA4, LS, 8. MS steep US. SSeal Group. • Speciecatiee, fabrication washers, Afpaie Construction Hardware. • U.S, Department of tabor, OSHA, Certificate for Wire Rope i orporaiion aitraesici,fnC.: l i4 inch diameter erne 7x19, galvanized aircraft. s Fv1,A TeriCertiecetee, Ci inip -Wen Rope Co. tad.. f eb. 14, 2002. 6.2 Test report on wind uplift resistance Quick Tie QTS6 ,adder ASTM 01761 lull scale wee tee. A. Norris Brevet, Professional Engineer, Report No.98080803, August22. £798, eignsd by ,'t, Norris B sivik. RE. 8.3 Test report for HA4 under ASTM 0 1781, PSi Professional Services It -Austi a's, Inc., PSI Report. No. 748-50100-00415, October 20, 1996, signed by John M. : tesiler, Pte. 6.4 'Engineering t aicuiat ions, prepared by A. Norris fereivtk, Professional Engineer, signed and sealed by A. Norris Steer*, P.E. a Quell Tie QTS, detfid 11/29/58. + HA4. dated 11,30196. ^ L & MS Series of Straps, dared 11mo/9e. • Load tables for HA4, LS and MS, signed, sealed, and doter, A. N,5'rri ernliv n P.F. , 1-1-99. • Load tables terCrticli Tie signed, sated. Zirt dsred by A. Noels Breivik. P.E., 2/24104. Welt lie OT - 114" Series. i /1/11004. • Quick Tie QT -318" Series, 6118103. ✓ LS & MS Strap Table. vJ1610 i. • A fS & HTS Twist Seeps. 1 F18104 a 01HO1 Hold Nees, le 13,203. 6.5 Test report. Q1000 adhesive, strurrerrel ien een testing under ASTM E 1512, 2000 pet ocnierete, 1�Tf Engineering, Rermn No. 4Ft0 /, June 28. 1994. gned and sealed by Chad Thompson, P.E. 6.5 Test ree orts on 0 -1008 aciees tie, sirecturei tension and shear under ASTM E 488, 4000 psi condrete, Chad Thompson and Meocieles Corleullint Engineers. October 1989, signed and seated by Chad L!T'hompson, P.E 6.7 Test report on load testing of 01101 l-iolddovrn Anchor under A iii 0 1761, Al re Cimmerian Her tit re, Division of Atptite Engineered Prodads, inc.,(Report No. 951115.1, Ntrndnito 16. 19'49_ signed by A. Nord,: 9reivik, P.E. 6.8 Test report on bending yield rnaniere of; naffs PS1 Pittsburgh Testing Lanoratory t>ivisiort, PSI No. 225 - 70012 -001, ttraiCh 17, 15613, signet! by P. t t.!Saii$t?oen. PE. e J Engineering talcllnt ohs for QM-1O1. prepared by A. Morris Sreiva% P.E., signed and seated 6/26/2000. 6.10 TeA reports on tensile ;ee'.rint;`- of wire, Prod act reelirrJ. Inc., signed by R.K. Prophet and C.R. Caudal, P.E.: t: t14" Qiaretar 4wre eerr+rd, sob Nu. 02.4{)43 -A. May 22, 2003. a :e'er Teamster Wee Strand, Job Pee 1/3- 4 ?S2 -ca, May 22. 2003. 8I ' ti GOB2- 388 -ZC I B 0.d tysaloo.,rg -N a9joe0 dZir :TO 90 I0 4¢W 61'd £1796- EE2 -21G RWd dET :20 90 TO - W PAGE 17 OF 17 `i91 -1A 0.11 Test r:.}:vrt on load testing kinder Aft M 0 f 761. i'ronuct Testing, Inc„ signed by R.K. Prophet and C.R. Caudet._ 6.11.1 0H02, Hold Down, Job No. 01 -3541, November 13, W01. 6.1 t2 ATS12 Twist Strap, Job Pia. 04- 4654, January 2;i, 2004. $ ?'T.3 I $TSI a lee 4 Strap, Job No. O4-6&, ,aau'ary 28, 260i. 6.11.4 .475,16 Twist Strap, Job No. 04-4655, January 26, 2004. 7. CCOOE REFERENCES Standard Building Cookiti -1993 Edition Section 103.7 Section 161 Section 1609 Chapter 17 Chapter 10 Se its .n 1914 Chapter 22 Chapter 23 Section 2301_= Safron 2309.2 SMtion 2307 Section 2308 S:3aicar 2i C Alternate Materials and Methods Wind Lo$tzis Load Combinations Stnicluro Tests rtr,d Inspections Concrete Heald Dolls anti idea�lad Stud Anaim in Concrete Steel Wood Wood Construction - Design Other Fastenings Flora Freming Vertical Framing Roof ar4 Coiling Framiop $SCCJ SJa ^trard for Hurricane Resistant ArsrderJial Consr'ruction0 SSTLI 1639 Section 101A Section 101 .6.12 Section 104 Chapter 3 Section 302.1 Section 3=323 Simon 30,3:3.2 S57.1fIrt 3053 Section 305.7 Section 307 Section 307.1.5 Section :072.6 Chapter 4 Alternate Materials and Methods Design Concepts - Exterior Wads Design Criteria Buiidi;igs With Wood-Framed E nstior Wails Fasteners and Connectors Sill Plate to Foundation Anchorage Welt to Foundation Anchorage - Monolithic Slab -On- Grade Foundations Connttnn, for Exterkir Watt Framing tiolddown Connectors Root Systems Connections - Rafter -Joist Systems Connectiore - Trt. s Framing Systems Combined Concrete, Masonry or ICF and ;Wood Exterior Well Construorion titternationat One and Two Family nweJiting Code - 1998 Edition Section 108 ,SoctiC i 301 Section 403 :,rnrapter . Chapter 6 Table 602.3a Chapter 8 Florida Building Cafe Se on 109_ Section 1606 Section 160g Chapter 17 Chapter 1s Section 1914 t3T -d Alternate Materials and Systems Design Criteria Footings !:coifs Walt Construction Fastener Sehettuis for Structural Members Roof -Ceitrg Construction 42001 - i minting Alternate Materials and Methods Wind Loads Load Cornbins+tions Structural Tests and Inspections Concrete Headed Boss and treaded Stud Anchors irr C.werrite G082- 868 -ETS oa.d E.17SG -cc -Zis 0- Airier 22 Sihy Chapter 23 wood `:iecti%c r 2301.2 Wood Construction - i_>t''rJgr! Section 2306.2 Other Fastenings f :tion 2.07 Floor Frert:irig Section 2308 Vertical Framing Sw.t.cer 2 O9 Roof and Cat:rig Fronting 8. COs't3?AU`TEE FINDINGS The StAvo mint's cn E: a sign in retiew of the i.t, wrimiYat finds that, in their opinion, the Quick Tie Anchors and Quick Connocrc :,.s des,; ibeci in this report gygfi rm eiih or are suitable alternates to that specified in the Standard Btdeding Clo.cleia the ,S&:'C(Stant :a' Fs /,x-t jmc ri ariz-s.,tResrc.re :tar Constructive SSTD 7699, the International One raid Two Family Dvnei1ing Code, and the Roll&.. Building Coda 2011 . Building or Supplements thereto. 9. 1.allirATIONS 9.1 This Legacy Evaluation Report and the installation alstzticibris, when ream ed bj the code atlidsi, tiafi be submitted at the time of permit application. 9.2 The sy tam shall he installed try contractors gained and licensed by Quick lie Products, inc. 9,3 resign loads on the ri;,`it Tic; pawnr; and Qaic1. Connectors shaft be determined in accordance with Chapter 15 ut di..., Standen/ Broldino Cods^ 9.4 Framing members (wood, rnesoruy, concrete. steel, etc.) connected Vitih the Quicc lie Anthers' ant1 Quick Connectors shall be designed in accordance with the rei rerements of their .appropriate design TtiOn itrauons tta referenced in the Code. Loads applied shall not exoeed those rocaarr rrtended by the manufacturer as shown in Section 42. 9.6 When iaa,-'xp S,STO 10.93, the design loads listed in the standard shall not exceed those recommended by the manufacturer as shown in Section 4.3. 9.7 Each package of Quick-fie Anchors cot ntporients and Ouicc Cor:ner:tors shall contain the manufacturers instellaion instructions. 9.3 CJ. iok Tie Arnhor; end Quick Connectors that are e i osec directly to weather or subject to salt NrrOsion in coastal 3re3RS, as determined by the local building attrciai, shall be galvanized in accordance with 302.1.3 of SST° 10-99. 9.5 QuicklileAnchors shall nctheir `,reliedingrout:almasoriry totals or bond beams. Quick T1e Anchors may be installed in formed concrete lintels or Bond ;seams used as parr. al a masonry melt. The concrete lintels or bond beams shall have t. Del n loads for the anchors shall be as noted in -this report 10. IDENTIFICATION Each package of Quick Tie Anchors and Quick. Conn tors c v.•rr.'ed by this rt ort shall be labeled with lire monciaaturer's name and/or trademark, the SSCCt Public Safety Teso,-g and Evaluation Services Inc. Seat or initiate a i59,^CI PST ESti, and the number of this report for field iderttilcetion. 11. PERIOD OF ISSUANCE SEE THE CURRENT EVALUATION REPORT iNDEX FOR STATUS OF THIS LEGACY EVALUATION REPORT. For inforrrrs94an of this report r ntact: Micheal P. O'Reardon, P.E.: 205i599 -9800 mot :-loriCa4co-es.oto e..ttysu1ooJa •I aaJoa0 Rwd dSt. :1O SO TO JeW deT :a0 90 IO Jew ; -2006 16:57 DEPT. OF BUILDING SAFETY 912 201 4301 P.01/17 CHATIIAIVX COUNTY DEPARTMENT OF BUILDING SAFETY & REGULATORY SERVICES P. O. BOX 8161 SAVANNAH, GEORGIA, 31412 912 - 201 -4300 facsimile TRANSMITTAL To; c{-[)C -- E trt. ,1 Fax: -re&-crSSI From: CEC- .1 Av-Mgicsepp.1 Date: 3 -lam --C* Pages: 17 Re: 11- 11E- It Comments: MAR -15 -2006 16:56 CHATHAM COUNTY 96% P.01 CIPHIRS`°"' architects and planners 22 East Liberty Street, Savannah, Georgia 31401 PH. 912- 233 -9968 FAX 912- 233 -9543 PATE: fl OJECT: PPOJECT # : SCALE: 3/1/2006 1:32:37 PM yl 2 PC?OVIPE FLOCKING f3ETVvEEN SLOOP JOIST ( NOT SHOWN) FIffWALL 4 -HOLIP FA1EP (LL # 1490, NON -LOA17 BEARING) TYPICAL WALL A55EMI LY EA. 5117E 0� EIVEWALL A55EMI3LY 2x4 WOOF 571175 ©16" 0.C. W/ I / 2" GYP 1312. ON INTEf;IOI 5117E W/ P= l ' I3ATT IN5LLA11ON TYPICAL ELOO1: A55EM131.Y 14" OPEN WEE3 J015T5 ©16" 0.0 W/ 3/ 4" PECKING GLLEI2 & SCIIWEP 12" CM1 WALL @ TENANT 5EPAPA11ON �If?;WAI�I. 3-'AL 4-HOUf? 1?A1r;2 A55 M3LY SCALE: I" = I' -0" GYPSUM DRYWALL GA-600-"103 FIRE RESISTANCE DESIGN F■AANUAL F RE RESISTANCE DESIGN MANUAL GYPSUM ASSOCIATION • SOUND CONTROL ' : .• . , • • . • 41•11111. if■Ir 17th Edition GA-600-03 C GYPSUM SYSTEMS 11: AREA SEPARATION WALLS (PARTY /FIRE WALLS) Fire- resistance rated gypsum board systems (solid and cavity types) can serve as area separation walls (also known as party walls or fire walls) between adjacent wood frame and steel frame dwelling units such as townhouses, condomini- ums, and apartments; and in com- mercial and institutional buildings. These walls are erected one floor at a time, beginning at the foundation and continuing up to or through the roof. At intermediate floors metal floor /ceiling track shall be installed back -to -back to secure the top of the lower section of the partition to the bottom of the next section being installed. At intermediate floors and other specified locations the area separa- tion walls shall be attached to adja- cent wood or steel framing on each side with aluminum clips that soften when exposed to fire (Figure 4). If one side of the structure becomes involved in a fire, the clips on the fire side allow collapse of the structure on that side. The clips on the other side support the area separation wall keeping it in place, thereby pro- tecting the adjacent structure. Con- sult gypsum board manufacturer for clip detail, placement, and height limitations. Roof Aluminum Clips Gypsum Board Ceiling Aluminum Clips Roof Trusses Area Separation Wall (Party/Fire Wall) Fire 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: 02 -24 -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 3 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3389 P $7,644.00 $305,000.00 PERMIT #: 060099 TOTAL BALANCE DUE: $7,644.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org O(a -0 ?9 3 -Ake V':1! Locatio CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Pt- 3 NAME ADDRESS PIN # elc, RECEIVED s Owner ' C CooSlo' tq bti CAL .'A6E i ro., C-LA Architect or Engineer CIpIC -,) G. oats 22 �Fst LI Beg-t pthu),- 3399 GSi 233 .4154 Gwc Building Contractor (Check all that apply) ❑ New Construction rk Duplex nal Residential El Footprint Changes ❑ Other ❑ Renovation ❑ Single Family ❑ Commercial ❑ Repairs ❑ Minor Addition ❑ Substantial Addition ❑ Multi-Family ❑ Demolition Estimated cost of Construction: $ 36.6; 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: Si A,r," I, rAva,, a.t. e,(, I , a x 2 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 2• # Bedrooms 3 ON LT # Bathrooms Lot Area `7 p'} Living space (total sq. ft.) 3 3S # Off - street parking spaces 2-10e •G V a t-r Trees located & listed on site plan at;e- Access: \KU ACS Mntcj Driveway -15 (ft.) Setbacks: Front 747 r Z 2. pen -(1417 With culvert? With swale? Rear 2.4) Sides (L) (R) i ) # Stories 2- 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 a .. OM SIOOr On -site waste and debris containers will be provided by G o r- , por ... a{-1 Construction debris will be disposed b .uac, o.t. at1-1,. L (1 by means of �,,,, TS 1a+� • I understand that I must comply with zoning, flood damage control, building. fire, shore protections and wetlands ordinances. FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restorp1 inage impaired by this permitted construction. Date: 4.0 14 ` Zoo S/ Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and/or number been reported to MAC? NFIP Flood Zone FEMA Certification attached State Energy Code Affidavit attached Existing Utilities and Public Works: Describe any unusual findings) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager sy Signature IJ rid c,91, "Jaev6s FEES Permit 10290. Inspections rf�" Water Tap Sewer Stub Aid to Const. 3389• Vii., sz�r? TOTAL toL-F' JUL.11'2005 16:12 9122336809 k,IaIro1012117•4 '4a My 30 17: 17; 13 2005 EICHHOLZ & ASSOCIATES #3196 P.002 14, fi Oo =NO STREET 5C' R/W 6/s' weY. N 70'15'00' w �- 22C 00 ��T"' Ha----__T----;67.---- �� 1 �1e eulane aTMa w 1 euwon+a >+ v■r1FSS�I r a I� Pa .� �I ��ag Il� w gpr I $� ..„<m ma wun U1.15.002413._ !ba Ir 1 1 rV ' I 1• 4'-‘: r L 1 Eg- g Ita n 'armor N- mar Q 9 Nmew w- mar R 9 ' \j ii 14' � 1 - = ��.p N N . ;It., '77r7 S �, 01 1 ¢ P li" O 4I 1 7CyD $I fi YN cL L11 ` p Sid 4i i 1- r r (� �igw10'ISOO' N— 1IapI' 4 d 7 M wriror w_ now' 4 i 6 8�q 3 s'? 51 yr co ° 4....1 _ a s i‘ il Iltgi 1 i i LI Vz' N.B.F. (P.A1) _ fa newer w -- moo. IA 1 -.(..I-3 3' a it.... w-- wow ..-t- Y 1 1 :I I4 N 1e1B90' w --/1I _ N >QI7 w nCeC 4 1 p _ \, ,i,.._ lig?4-1-- bar $, l"I c P b •� .O O I � L -a e i e gr , m _ IP� ) .. -� sari ...L T IR 220.00' !6!� gA � N mew. w r nano' • 46 a ss).• — S 70-15.00- E FIRST STREET 99. R/W ( U.S. NOWAY 80 )