Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
06-0103 Rocker Construction_1of2
f 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: 060103 NEW RESIDENTIAL BLDG - DUPLEX P ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 2 VILLAGE PL A 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: 060103 NEW RESIDENTIAL BLDG - DUPLEX P ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 2 VILLAGE PL B • a-. 61A26)-et-' P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Permit No. Inspection Report City of Tybee Island 401 Butler Avenue P.O. Box 2749 lybee Island, GA 31328 Phone: (912) 186- 4573 extension 114 Fax: (912) 786 --9539 0G-~ 0 103 Date Requested (- 1'flJ' Owner's Name 1OC Date Needed Gen. Contractor Contact Number Location A ` Inspector Type of Inspertiori Subcontractor vz.,#tO C"-e i k s A6-<_ -T-NA '70 - 21(0 - G o �1 ; C° 1` ∎ o c Date of inspection Fe AAA LA, 1-ex) i fbut t4 b Q r S Pass 0010-40e Fail 2 1rj A2eA (Ainc\ .ey tiv i\ -s (r-Ns HA2cLe bpz,rd. 14,1 tii c.) .i ).3 fC\ . \ \ 5+O Y =? fie A - '(;) A to v. -F ; v∎ I. t ck,vo v -k S 14 A e (An S A R b t`c Pk --yV--(-0-cy,,Ns. A 1 Q A v1 c f Q iC .6(.A i pe n c'L e /-Af 1agAc� A /21-4-. CIPHERS architecture and planning June 6, 2007 City of Tybee Island Butler Avenue Tybee Island, GA 31328 DESIGN C2 Gary Sanders, AIA RE: The Village at Tybee Permit numbers: Building # 1 060102 Building # 2 060103 Building # 3 060099 Building # 4 060100 Building # 5 060153 Building # 6 060154 Building # 7 060155 Building # 8 060156 Dear Sir or Madam: 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. ,mcerely Sande , Pres Design CapaNtam Cue& , pcseeov: ffolee/A c(D- a-Q-1 FORTiCa Warranty Coastal Environmental Services, Warranty ID: 9363 , Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 2A Tybee Villages City: Tybee Island State: Georgia Zip: 31328 Square Footage 2500 Gallons Used: 2.5 Exterior Walls: Yes Interior side of exterior walls treated from floor to plate: Yes Spot treatment only of interior side of exterior walls: No Comment: Interior Walls: No Treated from floor to plate all walls: No Spot treatment only on interior walls: No Comment: Kitchen /Bath Wet Areas: Comment: Yes All Trusses: No Bottom Cord: No Web: No Under -side of Sheathing: No Comment: Basement: Yes Walls: Yes Walls Floor -to- Ceiling: No Spot Treatment: No Comment: Basement Trusses: Yes Complete application: Yes Spot Treatment: No Comment: Crawl Spaces: No Status: Date of Print: Approved 06 -27 -06 FORTi CFL Warranty Coastal Environmental Services, Warranty ID: 9371 , Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 2B Tybee Villages City: Tybee Island State: Georgia Zip: 31328 Square Footage 2500 Gallons Used: 2.5 Exterior Walls: Yes Interior side of exterior walls treated from floor to plate: Yes Spot treatment only of interior side of exterior walls: No Comment: Interior Walls: No Treated from floor to plate all walls: No Spot treatment only on interior walls: No Comment: Kitchen /Bath Wet Areas: Comment: Yes all Trusses: No Bottom Cord: No Web: No Under -side of Sheathing: No Comment: Basement: Yes Walls: Yes Walls Floor -to- Ceiling: No Spot Treatment: No Comment: Basement Trusses: Yes Complete application: Yes Spot Treatment: No Comment: Crawl Spaces: No Status: Date of Print: Approved 06 -27 -06 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name ROCKER DEVELOPMENT, LLC OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 2A 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 150 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N32 -00 -43 Long. W80 -50 -42 A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 6 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b , etc.) RESIDENTIAL Horizontal Datum: El NAD 1927 ® NAD 1983 used to obtain flood insurance. 898 sq ft 588 sq in A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number TYBEE ISLAND 135164 0001 -0002 B2. County Name CHATHAM B3. State GEORGIA B4. Map /Panel Number 135164 -0001 B5. Suffix C B6. FIRM Index Date 06/17/1986 B7. FIRM Panel Effective /Revised Date 06/17/1986 B8. Flood Zone(s) A8 B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 12 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. El 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 El OPA ❑Yes ®No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: El 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)- 6.5 16.3 N /A. b) c) d) e) f) 9) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) 6.3 Check the measurement used. ® feet ® feet El feet ❑ feet ® feet El meters (Puerto Rico only) El meters (Puerto Rico only) ❑ meters (Puerto Rico only) El meters (Puerto Rico only) El meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 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 Address 138 CANAt� /ST ET T UITE,304 City POOLER Company Name WARD EDWARDS Signatur State GA ZIP Code 31322 Date 06/05/2007 Telephone 912 - 330 -0026 rrnnn r- ne ne IMPORTANT: In these spaces, copy the responding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 2A 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 CC lficate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments JOB NUMBER 06 08 NOTE C2E/.I T MP D 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 attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 2A 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 I� III I ~':. -� III 11! It LEFT U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program 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. 2B 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 150 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N30 -00 -43 Long. W80 -50 -41 A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 6 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 3 c) Total net area of flood openings in A8.b , etc.) RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. 853 sq ft 363 sq in A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number TYBEE ISLAND 135164 0001 -0002 B2. County Name CHATHAM B3. State GEORGIA B4. Map /Panel Number 135164 -0001 B5. Suffix C B6. FIRM Index Date 06/17/1986 B7. FIRM Panel Effective /Revised Date 06/17/1986 B8. Flood Zone(s) A8 B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 12 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM El 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 El 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)_ 6.5 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 12.6 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 6.1 g) Highest adjacent (finished) grade (HAG) 6.3 Check the measurement used. ® feet ❑ meters (Puerto Rico only) ® feet El meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) El feet ❑ meters (Puerto Rico only) ® feet El meters (Puerto Rico only) ® feet El meters (Puerto Rico only) feet El meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifiers Name MICHAEL J. GARDNER License Number GA. # 2285 Title LAND SURVEYOR Company Name WARD EDWARDS Address 138 CANAL S ' T,iUITE/1 J4 City POOLER State GA ZIP Code 31322 i( Signature7 Date 06/05/2007 Telephone 912 - 330 -0026 IMPORTANT: In these spaces, copy th Irresponding information from Section A. Building Street Address (including Apt., Unit, St,‘,, and /or Bldg. No.) or P.O. Route and Box No. 2B 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 C- -•'ficate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments JOB NUMBER 0 NOTE C2 E Signature ‘O% Dat 7 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. 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. 0 The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous edition: 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. 2B 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 N'itt44.4„. I III '‘‘ [‚unit LEFT 06/04/2007 11:31 FAX 9123300 '9 WARD EDWARDS June 04, 2007 Mr. Walter Rocker III Rocker Development, LLC 1006 Hwy 80 East, Suite D Tybee Island, Ga. 31328 "WARD EDWARDS LpJ y ENGINEERING • PLANNING • SCIENCE • SURVEYING 002 RECEIVED • -O 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. Gardner, 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 x0' 2/24/2007 '0' 2/24/2007 x0" 3/16/2007 '0' 3/16/2007 "O' 3/16/2007 '0" 3/16/2007 "0" 3/19/2008 "0' 1 VILLAGE PL A ; 2 VILLAGE PL A & B 3 VILLAGE PL A & B 4 VILLAGE PL A & B 5 VILLAGE PL A & B 6 VILLAGE PL A & B 7 VILLAGE PL A &B 8 VILLAGE PL A & B VILLAGE PL- FOUNTAIN 05/24/2007 12:07 FAX 9123300028 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 WARD EDWARDS ENGINEERING • PLANNING • SCIENCE • SURVEYING RECEIVED • PY On May 23, 2007 we checked the new heights (after the Roof Heights were lowered) of the building units at TYBEE VILLAGE. U002 We have determined that buildings 1A, 1B, 2A, 2B, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7A, 7B, 8A, and 8B are below the 35' Building Height (from the adjacent finished grade) Limit as required by the City Of Tybee. I will be available (by appointment) to meet on site with any person or persons that would need an explanation as to the method we used to determine the Building Heights. Michael J. Gardner, Ga. R.L.S. # 2285 Please call me should you have any questions. ards: m Gardner 060102 060103 060099 060100 060153 060154 1060155 1060156 N N N N N N N N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION 2124/2007 '0' 2/24/2007 '0' 2124/2007 '0' 2124/2007 '0' 3/1612007 '0' 311612007 '0' 3/1812007 '0' 3/1612007 'O' 1 VILLAGE PL 2 VILLAGE PL 3 VILLAGE PL 4 VILLAGE PL 5 VILLAGE PL 6 VILLAGE PL 7 VILLAGE PL 8 VILLAGE PL A &B A &B A & B A &B A &B A &B A & B A & B it tti • . . in 'a 7. • • Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 186-4513 extension 114 Fax (912) 786-9539 -o( LD 3 permit No, Date Requested 3 3_JL) Owner's Name Date Needed 3 -; 0- 0 Oovls Gen. Contractor Subcontractor Contact Number "60-Lck (-)70) S-?(0 Location 13 V: (2, Q.e, Date of Inspection 7_ Time ( D 4 k rt, -(1,r,o1 eiPc Type ,of Inspection neee.4- -rnal (V15 , r Inspector eNs .S` " It i ■ .- .? - '-'1! , '. ''''.'e • '',.' '7 ' ,w ^ - • • • ..:1 , • c:),', • rt4- '-'*_•';'..,■,..3pdi.-1. Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (91)) 786-4573 extension 1.14 Fax! (912) 786-9539 Permit No. az-3- al 03 Date Requested tD Owner's Name Date Needed 03 - 0 g-3 Gen. Contractor 3 C. V....ftr 3 rS4, Subcontractor Contact Number (110) 59(0—ELP-1 Locatien A6 Date of Inspection 31F/"7 Type of Inspection e (.k hrtcp \r, to ? Time a ei Inspector Dec 12 06 11:35a MARK BOSWELL 912 -897 -6932 p.1 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 -- 6932 LAHBOS I3ELLSOUTH./VET December 12, 2006 '1'o: Mr. Doti Anderson Zoning Administrator Tybcc Island, Georgia 31328 From: Mark Boswell Re: Walt Rocker Project Miller Avenue Subdivision Corner of Miller Ave. and Hwy SO Tybcc Island, Georgia Dee, RECEIVED I- 2 -1 2 -o co 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, lY1ol / Mark Boswell Q c- 0132. 06- 0103 ��- D99 - 01 o0 Olo -o 53 0to- 015'- otD•01s5 Ob- t71Sta DEC -12 -2006 11:48 912 897 6932 95% P.01 Permit No: 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 0(o -10103 Owner's Name Gen, Contractor Contact Number Locatio n Date Requested I _ (3 - (? (G Date Needed N1 i_.. S ( 3 •-1 Subcontractor 7Ter-s8o- gs2-otio 1071.51o( Tirrib . Inspector Date of Inspection Type of Inspection Permit Na. Owner's Name Gen. Contractor _ pos3e/ tax: t911) Jtlti -9 x,33 TIAN, Regti tPd Date Needed Subcontractor * * * * * * * * * * * * * ** -COMM. ANAL- * * * * * * * * * * * * * * * * * ** DATE OCT- 17 -20f * * ** TIME 10:19 * * * * * * ** MODE = MEMORY TRANSMISSION STRRT= OCT -17 10:18 END= OCT -17 10:19 FILE NO. =788 STN COMM. ONE - TOUCH/ STATION NAME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 4438877 001/001 00:00:20 -CITY OF TYBEE ISL. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -CITY OF TYBEE - * * * ** - 912 786 9539- * * * * * * * ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-12=944z35,37 Phone 912- 443 -5063 L4u 3- ?5"7/7 b(• 0102 Location Address: Type of Release: - Electrician: Lot #- Release Date: ID- f 7 -O 4. Lev. pow tr. Temporary V Permanent Subd Name: A. . L.. 5-1 a ct k, Owner/Builder: Electrician Phone Number: 352-0110 c.k.er Dan2(apw t vt- LLC Phone Number: (1 0(o)0 (f:, -4?D re.Aeaso CD r 44./, -Co I { O (a -A (D-B V'I(a9e)1Pf. 7 -A V :itase (. g -A • • l- I3 1i;f1 -Pl. 2 -A V ;((ate lei. .--8..\/:.1(a PI. 3 -�. V.dlagi?f. 14-A 5 -A V: (lagg-.)i. 5 -B V:ii.ast...-P(. >ate: late: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 785 -9539 Permit No. 1D(p - DID 3 Date Requested: Or-1- (o d7 Owner's Name: Date Needed: 0 - - - Co Gen. Contractor: 1) c CC" �oA 54". Subcontractor: Contact Number: J'i- c h (1'10) l Lj " O `'1 9 Location: 2 A 4 3 \,/ , I (O 0 Date of Inspection: —V/(1k Type of Inspection: Comments: Ps ed Fe n -S n c (yr ,nsQ10-4- o Inspector: - Time of Inspection: Inspection Report City of Tybee Island 403 Butter Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No r / S Date Requested: Owner's Name: Date Needed: Gen. Contractor: ttiOr . e Subcontractor: Contact Number: Location: /3 3 3 a 17.4' f L Date of Inspection: -2I / Type of Inspection: f (.) Comments: Inspector: f T tine of Inspectiot1: 7 7 -0-0to DATE ISSUED: tli-=2-400tr 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 # 110 trip i (t d - -- F;re Olcoo-) CITY OF TYBEE ISLAND REINSPECTION FEE PROJECT VALUATION $326,000.00 REINSPECTION FEE — FIREWALL X 2 TOTAL BALANCE DUE: PERMIT #: 060103 $ 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, Tire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. 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 CA- " I n s p e c t i o n R e p o r t C i t y o f T y b e e I s l a n d 4 0 3 B u t l e r A v e n u e P . C . B o x 2 7 4 9 T y b e e I s l a n d , G A 3 1 3 2 8 P h o n e : 7 8 6 - 4 5 7 3 e x t e n s i o n s 1 0 4 , 1 0 7 , o r 1 1 4 F a x : 7 8 6 - 9 5 3 9 P e r m i t N o D K - D V & 3 D a t e R e q u e s t e d : 7 4 4 6 O w n e r ' s N a m e : D a t e N e e d e d : G e n . C o n t r a c t o r : a c z � i 2 S u b c o n t r a c t o r : C o n t a c t N u m b e r : L o c a t i o n : t 9 M 0 1 / / 4 6 L ��L D a t e o f I n s p e c t i o n : 7 / T y p e o f I n s p e c t i o n : f L J , e C o m m e n t s : A i ) ( , 5 . 5 - - / 'j 1 , 4 i 7 7 u 4 ) I n s p e c t o r : i ' / ( , ) T i m e o f I n s p e c t i o n : CA k G C CA r Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. Do- tl I 0 3 Date Requested: 0(0- 3 l7 - Cn Owner's Mame: Date Needed: 0 - 0 3 " 0 (a Gen. Contractor; of (-IC QY ( n 54"• Subcontractor: Contact Number: , ( '-j '1 b) 6q(()--- Q z A V. Q12- ?1, Location: Date of Inspection: 7/.3 Type of Inspection: re,n5?ec4- Qiec4r- • ur Comments: '� Inspector: r5 . e Time of Inspection; 0 c -. re4���1 't ` •Y: + 1 t , • r I • Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. D b - D I 3 Date Requested: (t - D29- Owner's Name: Date Needed: 3 0- Gen. Contractor: 1\ or Y C ‚4 Subcontractor: Contact Number: /R;i h ( ! 1 0) c90-3',-/ 7 Location: 2 A ± v: i r 0 —p Date of Inspection: _ C A-ctiO6 Comments: Type of Inspection: gw) Ser "ce c 2ccca- pc r gh f I.lEr%b n�._[u led P.c , 0 3 FPI� DJ v h •Vv c h , - ) :I e (d p/'c r<, dE Proper s;2e dvr1s rr si TG,,JS ,1 AcusLc ,, US4aIf C I; s c,v flp, eL pd, 4AI( \ 1_ Inspector: I TT Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 7 749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No. 06 '0/6 Date Requested: Owner's Name: Date Needed: Gen. Contractor: 46ice Subcontractor: Contact Number: �, dU Tc Location: a f? /2 fir rL Date of Inspection: IVPS/G( Type of Inspection: Comments: r ) Oa/1J L el f 1.167/1 Zeo % tilt 1914r f �- -fi p c d f Inspector; � 7 /c-) iA V_ Time of Inspection: //,- 0 Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No. 0 (0 - i 03 Date Requested: D 13-0c0 Owner's Name: Date Needed: rD5 -(9- oco , rien, rontrarinn?ever 0 3/)‘k subcontractor: Contact Number: Location: 2- 4--i-B Vtlap,e,71 Date of Inspection: Comments: °C. Type of Inspection: 11C OcJ- Inspector: 7o 0 Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 785 -9539 Permit No —010_3 Date Requested: Owner's Name: Date Needed: ) A Gen. Contractor :L. - �� << j-' -- Subcontractor: Contact Number: Location: % r) fi 1/, 1 /p..es y�L Date of Inspection: o/^ < Type of Inspection: //) Comments: A '1 , cic 7S Inspector: /" ( Time of Inspection: C% �- ; - - - i-' • t Inspection Report City at Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 786-9539 7 Permit No L� < - r'/ } Date Requested: Owner's Name: 2 < < -..4 r' < Gen. Contractor: Contact Number: Location: A p,1 Date Needed: / /;, Subcontractor: r ' /,42c /' -Kc_ Date of Inspection: l///r9 L/�;, . Type of Inspection: F ! Comments: Inspector: V'V ' it/ � -� ert 7� Time of Inspection: " I n s p e c t i o n R e p o r t C i t y o f T y b e e I s l a n d 4 0 3 B u t l e r A v e n u e P . O . B o x 2 7 4 9 T y b e e I s l a n d , G A 3 1 3 2 8 P h o n e : 7 8 5 - 4 5 7 3 e x t e n s i o n s 1 0 4 , 1 0 7 , o r 1 1 4 F a x : 7 8 6 - 9 5 3 9 P e r m i t N o . - 3 I 3 3 D a t e R e q u e s t e d : C ' 4 - o S - o c o O w n e r ' s N a m e : D a t e N e e d e d : f ) q - 0 0 0 - 0 ( . c , G e n . C o n t r a c t o r : O o n 5 - i r r , - 4 - . o S u b c o n t r a c t o r : C o n t a c t N u m b e r : 0 . �� . J c < - / ' I o r r . s o I ( 0 3 1 - 3 3 g 0 L o c a t i o n : 2 A + - C . , \ / + " ( I 2 r 2 . , - P ( r J U , ` D a t e o f I n s p e c t i o n : �� ' 1 ' ' O % T y p e o f I n s p e c t i o n : i n r C o m m e n t s : P I n s p e c t o r : C T i m e o f I n s p e c t i o n : - Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No. Dt- 01 o3 Owner's Name: Contractor: [' s } r Contact Number: \.j 4 Lk Location: Date Requested: (9 ^ OL+ D b Date Needed: 0 L ";- 0 Subcontractor: -2 A- -4-E. 11103.e) Date of Inspection: ( 1 'M) 5-16- FL/44.7 `71. Type of Inspection: Comments: Inspector: Ti V Time of Inspection: (��nciQrSIa� r-D03 .J �v. ✓ ' r� Q/ Building Projects Selection 030140 040447 010150 020140 060102 060103 060099 060100 060153 060154 060155 060156 Q. Street Nock Street Ural Stehro Napa V AMERICAN LEGION POST 154 AMERICAN LEGION POST 154 CAGLE BILL &JOAN COASTAL LIVING ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION 3/06/2003 4/27/2005 11/24/2001 10/02/2002 2/24/2007 2/24/2007 2/24/2007 2/24/2007 3/16/2007 3/16/2007 3/16/2007 3/16/2007 10 10 24 26 1 2 3 4 5 6 7 8 VETERANS DRIVE VETERANS DRIVE VETERANS DRIVE VETERANS DRIVE VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL A &B A & B A &B A &B A &B A &B A &B A &B CONST CONST ACCBLDG ACCBLDG CONST CONST CONST CONST CONST CONST CONST CONST E 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, AIA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 This letter is to inform you that the Firewall Assembly U435, 4 hour rated assembly will be replacing the previous submitted Assembly U490. I have enclosed a copy of the new UL U435 Assembly. If you have any questions, please do not hesitate to call. • rely, Ja et M. Lewis, V.P. For Ciphers Design Co. JL/bp "LUUS rem t'IC.7I I nrn i,in ., r vn i FIRE RESISTANCE RATINGS - ANSIIUL 263 (BXUV) Design No. U434 Bearing Wall Rating —1 HR. FIRE RESISTANCE RATINGS - ANSVUL 263 (BXUV) ypsum Board (CKNX) Category for names of Classified Companies. 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 • o coats: Scratch coat cons • g of 100 lb cement to 50 lb lim; o 5- 1/2 cu ft of sand; brown coat . • • ting of 100 lb cement to lime to 6 cu ft of sand. 8. Batts and Blankets* - (Optional) - Placed ' stud cavities. Any glass fiber or mineral .. butt material be g the UL Classification Marking as to Fire Resisr . Max thi... 3-1/2 in. See Batts and Blankets (B ategory . r names of Classified Compa- nies. 8A. Fiber, Sprayed* — As an al - . 1 • o Batts and Blankets (Item 8) — Spray applied cellulose insulati •, . terial. The fiber is applied with water to completely fill the • • vity in accordance with the application instructions supp ' . with i product. Nominal dry den- sity of 3.0 Ib /ft3. U S GREENFIBER L C — Cocoon - . ilized cellulose insulaa lion. 8B. Fiber, Sprayed* — an alternate to Batts an Blankets (Item 8) and Item 8A - Spray ap ' • cellulose insulation ma • .. The fiber is applied with wa to interior surfaces in accord. • with the apple. bon instructi.. pplied with the product. Applied . completely fill the enclosed .- vity. Minimum dry density of 4.3 poun. per cubic it NU- , e • L CO INC — Cellulose Insulation 9. joint Ta and Compound — - Vinyl or casein, dry or p .. 'zed joint applied in two coats to joints and screw heads. ' .. orated pe 2 in wide embedded in fist layer of compound ov of gypsum wallboard. the UL Design No. U435 Assembly Rating — 3 Hr or 4 Hr (See Item 4) Nonbearing Wall HO ` IZ * TAL SECTION CEILING 3 - rk.:.A: VE TMCAL SEC 1. Floor Ceiling R min 1 -1/4 in. legs, bare metal thickn steel. Attached to greater than 24 2. Steel Studs — min No. 20 20 GSG (0.036 cold formed, p the current edi Steel Structural design details including the steel stud d all applicable ex 24 in. in. long Type 3. Lateral Supp eral support straps, charur — - Channel- shaped, ricated hum min No. 20 steel or No. 20 MSG (0. r and ceiling with steel O.C. orrosion protected steel studs, 0.0329 in., min bare metal lhi thick) galvanized steel or No. 20 ed steel. Studs shall be des' of the Specification for the embers by the American Iron an g the structural integrity of design load of the studs, shall be and /or producer and shall meet code agencies. The max stud spa .C. Studs attached to floor and 12 steel screws on both sides of stu Members — - (Not shown) - Where studs, support inay be provided by m , or other similar means as specified in particular stee. -tud wall system. 4. Gypsum Board* — - Any 5/8 in. thick gypsum w Claasification Marking as to Fire Resistance. A with joints fastened to studs with 1 in. long Type spaced 12 in. O.C. 3-1/2 in. wide with (0.0329 in. min in. thick) galvanized spaced not 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 • • • • for lat- of steel design of a • the I... • :. • 1. Studs — Channel- shaped, 1 -5/8 in. wide by 1 -1/4 in. deep, with 5/16 in. folded back return flange legs. Fabricated from No. galva- nized steel: Stud spacing 16 or 24 in. OC. Studs to be cut 1 in. less than assembly height. 2. Floor and Ceiling Runners — Channel - shaped runners, 1 -5/8 in. wide by 1 -1/4 in deep, fabricated from No. 25 MSG galvanized steel. Attached to floor and ceiling with fasteners spaced 24 in. OC max. 3. Batts and Blankets* — (optional) — Mineral wool insulation, partially or completely Ring stud cavity. ROCK WOOL MANUFACTURING CO —Delta Board. THERMAFIBER INC —Type SAFE. 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 I- t 6 to le y td 2005 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS - ANSVUL 263 (BXUV) applied with water to interior surfaces in accordance with the applica- tion instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 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. long, Type S, self - tapping steel screws. Third layer fastened to each stud through the first and second Layers with 2 -1/4 in. long, Type S, self- tapping steel screws. Fourth layer fastened to each stud through the first, second and third layers with 2 -5/8 in. long, Type S, self - tapping steel screws. First layer screws shall be located 5 in. from top and bottom of wall with a maxi- mum spacing of 48 in. O.C. vertically between top and bottom screws. Second and third layer screws shall be located 4 and 3 in., respectively, from the top and bottom of wall with the same vertical spacing as the first layer screws. Fourth layer screws shall be located 2 in. from top and bottom of wall and spaced 12 in. OC vertically. Each fourth layer horizontal board end shall be centered over and secured to the stud with screws spaced 1/2 in. from end joint and 12 in OC vertically. Board end joints shall be staggered. At board side joints all screws shall be located 1 /2in. from the joints. Fourth layer also secured to the sec- ond and third layers with 1 -1 /tin. long, Type G, self - tapping steel screws located midway between studs and 1 in. from the horizontal joint. Joints in each layer of wallboard to be staggered from the joints in the adjacent layer and on opposite sides of studs. For 3 hr rating — Three layers of wallboard to be used. Inner layers to be applied vertically with joints centered over studs. Outer layer may be applied vertically or horizontally. First layer fastened to each stud with 1 in. long, Type S, self- tapping steel screws. Second layer fastened to each stud through the first layer with 1 -5/8 in. long, Type S, self- tapping steel screws. Third layer fastened to each stud through the first and second layers with 2- 1 /4in. long, Type S, self- tapping steel screws. First and second layer screws shall be locate 4 and 3 in. from top and bottom of wall, respectively, with a maximum spacing of 48 in. OC vertically. The third layer screws shall be located 2 in. from top and bottom of wall with a maximum spacing of 12 in. OC vertically. Each third layer horizontal board end shall be centered over and secured to the stud with Type S, self- tapping steel screws spaced 1/2 in. from end joint and 12 in. OC vertically. Third layer, also secured to the first and the second layers with 1-1/2 in. long, Type G, Self- tapping steel screws located midway between studs and 1 in. from the horizontal joint. Board end joints shall be staggered. Vertical board joints to be staggered from the joints in the adjacent layer and on opposite sides of studs. AMERICAN GYPSUM CO —Types AG-C. CANADIAN GYPSUM COMPANY —Types C, 1P-X2 IPC -AR. BPB AMERICA INC —Type 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-G, FSW-C, FSMR -C. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS, INC —Type PG-C. STANDARD GYPSUM L L C —Type SG-C. TEMPLE- INLAND FOREST PRODUCTS CORP Type TG-C. UNT1 W STATES GYPSUM CO —Types C, IP -X2, AR. USG MEXICO S A DE C V —Types C, IP -X2, IPC -AR. For 3 hr rating — Two layers of 3/4 in. thick, 4 ft wide applied to each side of the steel studs. Inner layers to be applied vertically with joints centered over studs and staggered on opposite sides of studs. Outer layers to be applied horizontally with vertical butt joints staggered from inner layer joints or vertically with joints centered over studs and staggered on opposite sides of studs. Inner layer secured with 1-1/4 in. long Type S self - drilling, self - tapping steel screws spaced 24 in OC along the perimeter and in the field. Outer layer, when secured horizontally, secured with 2 -1/4 in. long Type S self-drilling, self - tapping steel screws spaced 24 in. OC along the perimeter and in the field along the horizontal joints of the outer layer, 1 -1/2 in. long Type G self - drilling, self - tapping steel screws to be applied midway between the studs (24 in. OC) and 1 in. from the longitudinal joint. Outer layer, when secured vertically, secured with 2 -1/4 in. long Type S self - drilling, self- tapping steel screws spaced 24 in. OC along the perimeter and in the field. CANADIAN GYPSUM COMPANY Type IP -X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. UNITED STATES GYPSUM CO —Type IP -X3, ULTRACODE, FIRE RESISTANCE RATINGS - ANSI/UL 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 fi 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 j be applied vertically or ho 1 -1/4 in. long, Type S self to studs through first lay steel screws. Second la long, Type G, self -tapp stud along the horizon Joints in each layer of in the layer below an on opposite side o tuds. The Type S, se - tapping steel screws be spaced 24 in. OC r the inner layers of wall- board, 12 in. OC for a outer layer and 3/8 from the edge of the board. CANADIAN YPSUM COMPANY— IP -X3, ULTRACODE, ULTRACO E SHC or ULTRACODE C. UNITED S TES GYPSUM CO —Type -X3, ULTRACODE, ULTRAC E SHC or ULTRACODE USG O S A DE C V —Type IP -X3, TRACODE, ULTRA DE SHC or ULTRACODE WR For 3 Hr Ra — Three layers of 1/2 in. thick, 4 with square or pered edges. Inner layers to be a joints cen er studs. Outer layer may be app horizontally. layer fastened to studs with 1 in. tapping s ' .. s. Second layer fastened to studs layer with 1 /8 in. long, Type S, self- tapping steel fastened to tuds through fast and second layers with Type S, tapping steel screws. Third layer also and secon layers with 1 -1/2 in. long, Type G, self -tapp screws 1 ted midway between each stud along the ho each .. • • and spaced 24 in. OC. Joints in each layer of w be stagg 24 in. from the joints in the layer below and on side of s ds. The Type S, self- tapping steel screws to be spac 0 0 0 0 0 00 CEILING ALTERNATE CEILING DETAIL 0 ' � IW1 0 II 0' 110-, ii i i © irt 0 0 — ._,,1Ii 0 •0 1- shaped, 1 -5/8 in. wide by flange legs. Fabricated fro in. less than assembly h spacing 60 in. OC. E' teel runners, 5-1/4 in. self - drilling, gypsum wall ds with three — Cha 'cased with 'ca S /. . FLOOR in. deep, with 1/4 in. No. 25 MSG galv steel. ght. er Type 1 or Type 2 brac- long. Fastened to the studs tapping steel screws in each rd 5-1/4 in_ long and 6 in. ype S wallboard screws at each el- shaped runners, 1 -5/8 in. No. 25 MSG galv steel. teners spaced 24 in OC max. with structural steel members cation for the Design, Fabrica- for Buildings published by the ction. Truss members to be located members may not contact the gyp- hall be riveted, welded or bolted in lions. The min weight of structural ting — Two layers of 3/4 in- re or tapered edges. Inner layers to over studs. Outer layers may irst layer fastened to studs with screws. Second layer fastened long, Type S, self- tapping . the first layer with 1 -1/2 in. • r ted midway between each .. rd and spaced 24 in. OC. red 24 in. from the joints Hr sq is cen ntally. with 21/4 also secured steel screws 1 int of each board to be sta t•' • over • wide wallboard lied vertically with vertically or 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, AIA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 `` RECEIVED ''yam' _ 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 QI000 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. ��3iTl� rely, ` any a•d J. et M. Lewis Vice President for Ciphers Design Co JL /blp 1 iE,ii11 I- 103 060099 060100 060153 060154 060155 060156 1l FIJI EF, CCIl1',TFI'_' =THIN N N N N N N N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION Eb96- EE2 -2T6 21..21II17 I] 2/24/2007 2/24/2007 2/24/2007 3/16/2007 3/16/2007 3/16/2007 3/16/2007 "O" "0" "0" "0" "0" "0" "0" 1 :'ILL -6E PL 2 3 4 5 6 7 8 VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL e c_It,',T A & B A &B A &B A &B A &B A &B A &B CONST CONST CONST CONST CONST CONST CONST Rwd eIS : T T 90 22 JeW CIPHERS 22 East Liberty Street DESIGN Co Savannah, GA 31401 912 -233 -9968 phone 912- 233 -9543 fax FAX TRANSMITTAL To: Chuck Bargeron Company: City of Tybee Fax: 786 -5737 Phone: Frorn: Janet Lewis CC: Date: 3 -22 -06 Pages: (incl. cover) 2 Re: The Village at Tybee Ciphers Project #k: 0521 Remarks: Please call with any questions. FAX TRANSMITTAL -NEW I'd C'S6- 662 -2I6 6Wd eT9 :IT 90 22 JeW Oc ' \)-'r" CIPHERS 22 East Liberty street DESIGN CQ 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 67v2_0r5,7e. Bkook f GI /Z '70_9 - sq ,ES (059s T • d FAX TRANSMITTAL -NEW E .0S6 -962 -216 Rwd dS0 : z0 90 To .few " d 9 9 1 3 A p A G E 2 0 3 1 7 " " ' ` S h e t h r e a d e d s t u d i 5 k e r t r i l e d I n a p r e M A e d h a s w h i c h h a s b e e n d d * t h e b i t c o m p l y i n g w i t h A N 9 1 9 9 4 1 4 . T h e h o l e i s d r i t l e d t o a s p e r a n i a l . a 9 H 6 i n c h d a n g e r f o r 1 M I n c h a m m e t e r w e r o p e e n d 7 / 8 i n c h c i a m e t s r f o r 3 1 8 i n c h d i a m e t e r w i r e r o p e a n d t e n h o d m a n t d e p t h 4 I n c h e s f r o 1 / 4 I n c h t f i a m e l o r w i r e r o p e a n d 6 3 / 4 t r e h e e f a r 3 / 6 I n c h d t a r n e s e r w a r e r o p e a n d c l e a n e d u s i n g c o m p r o = s d a i r a m t a n y l o n b r t e t . T h e I n t s & c n g a d e p o x y I s i n j e d e d i n t o t i m b a l e , s t a r l i n g e t t h e b a t = e n d g r a d u a l l y m o v e d u p w a r d u n t i e * h o l e i s n p p r o p n r a t e l y o n e - h a t t f u t . T h e t h r e a d e d s t u d i s i n s e n a d , w h i l e t o n i n g , o r a l E p o x y f l o w s o u t o f t h e t o p o f t h e h o l e , f l u t y e n v - W a n g t h e s t u d . B a n d s t r e n g t h i s r e d u c e d a l e l e v a t e d t e m p e r a t u r e s , s e e m w u d a t " " h a e ' s l i t e r a k e e . T h e h a r d e n i n g a n d c o r i n g t i m e a t a f f e r e n t t e m p e r a t u r e s f o r t h e e p o x y i s s p e c i f i e d b y t h e m a n u f a c m r r e r { 6 0 ' F s l o w s e t g e l t i m e i s 4 5 m k n t e e a n d a c i n g e r n e L s 3 6 h o u r s ) . T h e t e n t 5 1 e o f t h e e p o x y r e e i n i g M O y e w s m i n i m u m . S p i d e r I n s p e c t i o n i s r e q u i r e d M , " ; n e e - A e h n I n n M i l n e . e n s m a s h 5 . 4 o f 1 1 4 r M O O t t . S L E G A C Y R E P O R T S t r u c t u r a l Q u a l i t y , G r a d e 5 0 , O a s i s 1 ( F , K f 3 t : 5 1 . 1 f , 5 0 k a h N e s t n o m G 9 0 h i n e c a s i n g . T e a 3 I n c h x 3 i n c h e a s t w a s h e r c o r d a U S a W M I n c h x 1 4 / 4 i n c h s i n n e d h o l e c e n t e r e d c o t h e d i a g o n a l o f s h e w a s h e r _ 1 h . w a s h e r I s m a r a g o i s u r a l 1 r t ] r t t A S T M A 5 7 0 W . e l w i t h F , 4 5 k s i a n d F . 3 9 k s i S h e e s s w r b i y i s t o b e i n s t a l l e d w i t h a 1 S i n c h d i a n a t e r b o 1 t h r o u g h t h e 3 n a l x 3 e t c h p o t i o n o f t h e h e r d s r a p a n d t i t r e 3 i x h x i n c h w a s h e r . A s t a n d a r d , r o u n d w a s h e r o r a w 1 0 . 1 f 9 i n c h t h i c k l o c k i n g w a s h e r a n d a n u t o n T h e b o l t c o m p l e t e n u a n d h a k t g . N a i l s a r e d r i v e n l h r o r g 8 t o I r n a t a r h o e s o f t h e s j r a p . 4 c G o v s u d s , b e s m s , t r u c e c r r a t r n s t o c o p y i s t s 1 1 1 5 i n s t a i l a i k r " 4 . 3 . 5 Q u i c k ( S o l d [ l o a m A n c h o r , W W 1 ( A ' X n s i k 1 s j n t W O p a r s e , a 1 2 g a u g e 4 0 0 9 8 4 i n c h ) g i f t w a s e r l s t e e l , b a i l s t r a p a n d a t u n c o a t e d , 3 i n c h x 3 i n c h r . 1 / 2 1 0 0 1 0 . 5 0 3 a r c h ] s l e e t w a s h e r . T h e s h a d i s 3 i n c h e s a i d e a n d 1 4 i t c h e s l o n g t o h p n d M e . A t 9 9 1 3 A i s s u e d A n d 1 , 2 O 3 4 1 6 C R v a W l s N o n S e r 9 r l e e t l r t c . f p 1 0 1 t o a k . . r 3 6 o W a k e n L ( l o a d , W a l t e r , e o e l l . O A L e O 4 8 1 3 h l e g t t n t t s ' r a l f l e . a C o t t k M n l . W e . 8 d t e k S c r e V i a m , M e i s e l - e s 2 1 3 w a m 0 9 - 0 3 0 5 w w w " i c c - " 5 , 0 r g R h e n t . O f e s e . 4 0 S I W e s t F l o . 0 n o o r R o a d . Q a r 8 " y Q 6 H e x C h o i a 1 0 4 1 5 . ' ' 4 9 ) 7 3 0 5 T h e S g t v o m m i t i e o a t E v a l u a ( i e n h a s M i m e d t h e d a t a s u b m N f e d f o r c o m p l i a n c e w i t h t h e s ' t a n d e r d 8 + i k 6 t g C o d e d : t h e S B C C t S t a n d e e s ! f o r H e n l e y * R e s i s t a n t R e s i d e e M l a l C o o s f i u e d e n l a S S 1 0 1 0 4 9 , t h e 1 9 9 3 I n t e r n a t i o n a l O n e a n d T a n F a m i l y D w e l l i n g L o d e r u e d t h e R o n d a B W W i t g C o d e 2 9 0 1 - B u i l d i n g a n d s u b m i t s t o R t e B u i l d i n g O f f i c i a l o r o t h e r a u t h o r i t y h a u l m j u r i s d i c t i o n r o w f o i l a w i n g r e p o r t T h e S u b c o m m i t t e e o n E v a l u a t i o n , a n d 1 0 0 E 9 a n d t o s t a f f a r e n a r e s p o n s i b l e f o r a n y e r r a t a o r o m i s s i o n s e a a n y d o c u m e n t s , c a l c u l a t i o n s , d r a w i n g s , s p e a l t a t i o n s , t e n t s o r s u m m e t i ? s p r e p a r e d a n d s u b m i t t e d b y t h e d e s i g n p r o f e s s i o n a l o r p r e p a t e r o f r e c o r d t h a t a r e f i s t e d i n t h e B t d u t M f n g ' D a t a s e c t i o n W O W r e p o r t P a e a n s o f t h l e r e p o r t w e r e p r e v i o u s l y I n c l u d e d i n E . / A m g e n R e p o r t s 9 9 9 1 3 . R E P O R T N O . : 9 0 1 3 A E X P I R E S : S e e t h e c u t r a n l E V A L U A T I O N R E P O R T I N D E X C A T E G O R Y : H A N G E R S A N D S U P P O R T S s v 8 1 1 r i T T E e B Y : Q U I C K ' G E P R O D U C T S , I N C . 2 9 5 1 P f 3 L Y E R S A V E N U E J A C 1 ( S O N V 1 L I . E B E A C H , F L O R I D A 3 2 2 3 7 9 0 4 - 7 3 2 . 9 3 7 7 1 . P R O D U C T T R A D E N V I E 1 . 1 d h a d t T i e r " S y M a m ( L i T S ) ; 1 . 1 1 O T ( X ) 1 J t " Q u i c k T i e 1 . 1 2 0 T 9 4 X ) 3 1 8 ' f a u i d t T i e 1 . 2 Q u i r k C o n n e a a x 1 . 2 . 1 H A 4 1 . 2 2 M S e n d L S 1 , 2 3 F A T S a n d W S T w i s t S l a p s 1 2 0 O H M Q u i c k N o l d " O o w n A n c h o r 1 . 2 5 C 4 1 0 2 { b e l c h : i i d d " D o w n A n c h o r 2 . S C O P E O F E V A L U A T I O N S t r u c t u r a l : 2 . 1 W i n d L o a d U p l h 2 . 2 W i n d L o a d L a t e r a l 3 : u s e s Q u i c k T i n a n C h i c k Q x t n a c t o r s a r e u s e d ' 1 0 a u t h o r w o o d S t u d w a l l s a n d r o o d f r o n t i e r m e m b e r s t o t h e f o u n d a t i o n , - h . ' i - E " S f " r ? r r : ��n , . " , " n " , r . . . r : a v o : . m " a r 3 r M ' r " Y r m t i Y d . ��r h e d s - e r e c t w . 5 e v . ��1 - t i L J . u . , m j r o f f r n S A ��r , W , W r r , . " 4 ��A " a ��n f . a n : ��, r r : : . i a r n r e , ��f : t . " . s 6 ' , . " i o r t h e n p a r , r o r r a a w x d x K . t h r i n I n ' T h , A t n e . n . n w A r I C C E . d w u n e & . , i r e . k r . . e . r t + , n t i A p l i r d a t m a t e f r m a i r g o r : W o r n : r o w i n , 4 r , . . e r , y , p a i o n : e a t . + r 1 i s i r r 4 . D E S C R I P T I O N 4 . 1 G e n e r a l T h e C h a t T i e " S y s t e m i s a f a b r i c a t e d r o o t a n d w i l l a s . . t i o t h i g s y s t e m c o n s i s t i n g o f a w e e r o p e w i t h t h r e a d e d s t u d s s w a g e d t o e a c h a n d . T h e t h r e a d e d s t u d s e r e e m b e d d e d I n t o t r a r d e n r d c o n c r e t e b y d r i l l i n g e n d t o e i n g e p o x y a d h e s i v e t o a n c h o r t o t h e f o u n d a t i o n . 1 1 e o p p o h l a a n d o f 9 w w i r e r o p e w ; U n e n s t h r e a d e d s t u d i s e x t e n d e d v e r t i c a l l y t o s h e t o p o f t i e s t u d w e f t w h e r e a s t e a l p l a t e a n d n u t a r e u s e d t o a n c h o r t h e : o p p e r . W 0 0 3 3 r u s t s , h e a d e r s e n d b o t t o m M M u s a r e o o n n o c t o 0 w i t h O i c f t o n n e o b r s t o p r o v i d e d i s t r i b u t i o n O f l o a d r o a r s v e i l & + W i r e r o p e . C e r r t p o r t s n t s o f t h e s y s t e m a r e f i s t e d I n S e c t i o n 4 . 2 1 0 a L a i a l s a n d 4 . 3 O u i d t C o n n e t a r r s . " 4 . 2 q u i c k T i e , ' , S > ( 0 1 5 1 - * A s t e r i s k , 4 3 . 1 Q u f d t T i e r ' Q T p ( } a n d C I T 3 p q : A i r c r a f t w i r s { e r o p e , a b b e 1 / 4 i n c h d i a m e t e r o r W I T d 3 8 m e i e r . 1 3 Y S i t d e d S t u d * a r e s s e g e d O n t o e a c h a n d o f t h e w i r e r o p e , 1 : i n c h x e r 1 1 4 i t c h / A M 4 1 3 1 8 3 5 3 ( t i t l t a a d s t o t h e 1 J 4 i n c h w i r e r o p e a n d 3 1 4 i n c h x 8 h u n t e t r a e i n c h e s d e v a e d t o r t h e 3 1 5 i n c h w i r e r o w - l n t i i v i e t i t e m i r e s a r e 0 . 0 9 0 h u h d f a n a i m , o r s n r W l o t , w i t h m i n i m u m f . 2 6 8 , 0 0 0 p s i . ( X i n d t c a t o s t h e l a n e i s : f a s t ) Q T ( 1 t ) 9 1 4 " a i o r a d t w i r e r o p e , 1 / 4 ' w e t 5 a m e t e r , 7 x 1 9 , g a t v a r t t z a d s t e e l w i l l a b t r e a l d n g s t r e n g t h o f 7 , c l o o p o u n d s . t n e i s l d u a l m o r e s i n a r e w i r e r a p e e r e O v e r t i m e n i t ) a r r t i t i f e u n i o f 0 . 1 0 o u n c e s p e r s q u a e f o o t o f u n c o a t e d w i n s s u r f a c e . Q T 3 ( X j 3 1 s t a i r c r a f t w k a r o p e . 3 4 3 i n c h c r e p e t e r , 7 x 3 9 g a l v a n i z e d s t e a l w i t h a b r e a k i n g s t r a i g h t o f 1 4 4 0 0 p o u n d s . i n d i v i d u a l r a t e s I n t h e w i r e r o p e a r e G a l v a n i z e d w i t h a m i n i m u m o f 0 . 1 0 o u n c e s p e r s q u a r e f o o t o r u n c o a t e d v w : r 6 , t i r t t t c e . 4 . 2 . 2 W a s h e r s A S / 1 4 3 a n d N u t a . S t e e l M a e 3 i n c h x 3 i n c h x t / 4 k i t h A S T M A 3 6 , o r A 2 3 0 / 2 8 4 o r A 5 7 0 , r o i e n u a y i e l d * M O O o f 3 3 l e i a n d r n i l a n u r n u n t r u t h s s u 5 r n g 3 o E 4 5 1 . 1 . . 1 3 4 0 8 a r e i G f i a t t r a d e 2 H e x N u t s w h h 3 3 * w a s h e r s . 4 . 2 . 3 0 1 0 0 8 Q u t e k S e t E p o x y : t h e e p o x y i r e 3 i d e a t e r e b e l , H $ 2 0 0 b r a n d , m a n u f a c t u r e d b y U . S . A n 9 i x x , g 7 o . 1 0 0 - E S t . e g e c y R e n a l E R - 4 8 9 8 . a t w o c o m p o n e n t s t r u t h a e l 1 5 9 0 4 . 4 3 1 i i T r a M b y W i W N a i n s e p m n i n t j o d i o r i g e l p a d / a g e d i n T o l l p e c k o r c a r t r i d g e s w h i c h a r e i n s e t t e d i n t o t h e t o o l o r a l & p a n s a d e v o 1 g n a d i s w e a b i e M S c i n k i n g n p z 4 8 . T h e i n j e c t i o n g d i s a m a t e d p r o d u c t o b t a i n e d b y a m o n g a b r a e M i n w i t h a h a r d e n e r . T h e o o 1 p a t a n t a a r e r n b n e d o n a o n e - t o " 0 n e r a t a i n * s t a t i c n i c e r . T h o h t r i e n e r 8 c o k e r u t t e d i d r e d e n d S t e b a s e m a n i s p r o v i d e d i n a a 3 i t e l a s s p e a t . 1 3 1 e h e r d a t e O n e e l h a r d e n e r m a y b e u s e d a n d I s p a c k a g e d i n 1 3 u f o g n a a t c . C p i e e t t d t 2 0 0 4 r " . 1 E i 7 S 6 - E E Z - 2 T 6 / r 1 C 7 - . 7 O . - T O P e p a t ? e . , t t u s : l o a . J R - 2 ( 5 . 1 O * g d e l : T O 9 0 3 1 0 . e u R u u d d : 0 9 0 T O J e W --a 3313A Tire threaded stud is installed in a p,-edrilled hole which has ben drilled with a nit oontplyinn with ANSI B 94.14. The ride is drilled 10 a mecified si3u 9/16 inch diameter for 114 inch diameter wire nose and 7/8 thee dente ter fie 318 that diatiteter ;sire rope and embedment depth 4 inches fro 1/4 irtctt diameter wire rope and 6-3/4 inches for 318 inch diameter wire rope and cleaned using o„mpressad air and a nylon bn..ish. The injection get epoxy is irijadee into the hole, starting at the bottom and gradually moved upward until the hose is app oxiineIycns-hafffuIt. The threaded stud is inserted, while tuming, until epoxy flows out of the top of tfte hole, fully cerbeddng fete stied. Bond strength is reduced at elevated temperatures, see manufacture's literature. The hardening and ceiehst time at different temperatures for the epoxy is specified by the menufaciurer (660° F slow sat gel tiara is 45 tereartee and curing tams :a 36 hours). The shelf life of the epoxy resin is two years minimum. Special Inspection is required for-insetting tyre 01000, see section 5.4 of this report, 43 Quldt Ca:srt r. 4.3.1 Queer Connector HA4 hurricane Anchor. 113 gauge (0.04t36 inch) the* encnoro used to fasten wood rafters and peeled weed. ..sae : i0 wn?r,rl lop pt✓tr s. The anttars are ir3<t to resist uplift loads, and forces applied parallel to perpendicular to the top plates. The anchors are manufachured from ASTM A 663. Structural Quality. Grade 50, Glass 3 (F„ - 70 Rai, F., - 50 ken) speafcatlune With a G 90 zinc ceatuw. 4.3.2 Qii1d :_ Connector LS 8 MS Series Straps: Light Straps (LS) are 20 gauge (0.(356 inch) straps, Medium Strom (MS) are le gauge (0:1575 inch) straps, The straps are rrrinuf . to act in lengths varying from 9.5/8 inches to 4$ -5/B inches. Each strap is 1 -1/4 inches wide with nail tiles punched at intervals of 1 -112 incites along its length. The nod holes are staggered across the width al, the s fps At the midengfh of earth pis located a holeless area 3 inches long. The purpose of This space is 1b provide dstance of 1 -112 inch between the joint in the wood being 'tined and the fast nail hole on either side of the joint. The issi ?tee nails on each enci of the strap are spaced 3/4 inch apart and are staggered across the width of the strap. The scraps are reahufacturad free ASTM A. 653, Structural Quality. Grade 50, Class 3 (F„ = 70 ksl, Fro 50 ksi) specifications watt a G90 zinc ra;alin ,. 41,33: Quick Connector MTh and FIT$ Series Wrist Straits; The straps ere manufactured in lengths varying from 12 inches le 28 inc•te+:. The steeps have a•i olisat shape to anew for twisting and :tending. Each strap is 1250 incites wide with a double le row o' trial; holes punched at intervals of 1 inch staggered each side. The M1312, MTS 16, MTS 20 and MT324 are 16 eauee. The 141-320. FiT$24 ants lireS28 are 14 gauge. The straps are manufactured from ASTM A 653, SS, Grade 33, (F.. .: 45 lei, F, . 33'csi) s-pareeeatierre saner a G 90 zinc coating. 4.3.4 Quirt: Fetid Dews; Anther, OHM: Consists of Iwo parts, a 14 gauge (0.075 inch) galvanized steel, bent strap and an uncoated, 3 tnr:h .x 3 inch x 3 gauger (0.239 inch) stoat washer. The strap is 3 inches wide and 14 inches long to bend line. Al one end, the test three inches of the strap is berm 90° to the remainder of the strap. In the omuter of the 3 inch x 3 inch portion of he strap is punched a 9/16 inch clammier hole. The tong part of the 01101 contains nine pair (eighteen total) of pernsh0 hoes, 4.185 inu hoi3 in diameter, and spaced 3/4 inch apart for naiIng. Each pair of nail holes is offset 3/8 inch from the n ®II holes above Emcl for below. TInd first four inches of the berth steep, above the 3 Inch x 3 Inca portion, do not contain nail holes. Trio greyer-lead bent strap is fat ricalad from ASTM r'r 603. 1.082- 288 -21S e •d et,ss- eez -zie PA F OF 17 • • Structural Ovat:Ly. Grads 50, Class 1 (F., 35 KSi,; F _ 50 ks0 steel from G90 zinc coating. The 3 inch x 3 inset teeth washer cantatas a 9(16 ina`i x 1 -1/4 inch slotted hole csnl&ad can the diagonal of the washer. The washer is manuf ed from ASTM A 570 steel with F. = 45 ksi and F. �si_ The assembly is to be installed with a'h inch diameter bolt through the 3 inch x 3 inch portion of the bent strap and the 2 inch r. 3 mat washer. A standard, round washer or a split, 118 inch this locking veserer and a nut on the bolt oonptr a the enacting. Nails are driven through the smaller holes of the strap into the wsod stud_, baarrts, trusts cr raters to ce plete the intonation. 4.3.5 Quick liotd Down t rrchar, QHD2: Consists of two pans, a 12 vi re (0.09S4 inch) gelverezod steel, bans trap and an uncoated, 3 inch x 3 inch x1/2 inch (0.500 inch) steel washer. The slap is 3 inchn wide and 14 inches long to bend line. At one end, the last three inches of the strap is beat 90` to the remainder of the strap. M the center et the 3 irich x 3 inch portion Of the strap is punched a 5/8 inch diameter hate. The long pan of the CHD2 contains 15 pair (30 iotal)tef punched holes, 0.186 inches in diar, peter, and spaced 3/4 inch apart for raAtr,6. Ea di pair of nail fides is offset 318 inch from the nail holes above arid/orbelow. The ft rst tour inches of the bent strap, above the 3 inch x 3 inch portion, do not contain nai !roles. The galvanized barn strap is iabricate0 from ASTM A See, Structural Quatee. Grade 50, Class 1 (F„ = 65 1(31, Fy = 50 kq) sisal from G90 zinc coating. The 3 inC1 x 3 inch steel wasi ter contains a 9/16 inch x 1 -1/4 inch ;dotted bole centered on the diagonal 01 the washer. The washer is manufactured Irom ASTM A 36 steel v e t ; F „ 58 k s i and F,._ 3 6 t'si. The as s rbly is 10 be ins81tey with a 518 inch alameter Ixil through the 3 inch x 3tinch portion of the bent strap and the 3 inch x 3 inch washer. iA sanderd. round washer or a split, 1/8 Mott thick looking washer and a nut d1 the telt complete the anchor ng. Nails are dMe reegh its smaller boles c elf* strap into the wood studs, breves, ; ti a usses or rafters to complete the installation. 4.4 Design Lead: Design load tables are shown hake with allowable kid of the connectors, fastener scnedute, dimensions of connectors, and dr winjb 0f ken nett;.. 5, INSTALLATION 5,1 Genera: °nick Tia end Quirk Connectors are instellod in acmrcarrce with the manufacturer's published installation instructions and this report. The system efeafl be instated by '..sentraelotS trained and licensed by Quick Bracket, inc. The manufacturer's published instalatiion instructions and this report email bi strictly yrTheredtohxla copy Gf ththeeinstructions shall be evelable at alt times on the job site during'instellatiore The instruc tlons within this report govern 'fibers are any confkots between lh3 manulacturer's 10strectiOns and this report. 52 Foundations Creek Tie /veii• Belts ere aneended into cenerthefeendatrore that are minimum 8 inches thick with a minimum i:ompressive strength of 2,5C10 psi, The bolts shall have a miriinrrm edge distance ot2 -1/4 inches for 1/4 inch diameter wire rope and 3 -1/2 inches. lor 315 inch diameter wire rope. rung shall be en s ed aJtysmooJg•ti a9JOa9 stud dTB :10 90 TO JeW dS0:20 90 TO JeW Mar 01 06 01:23p Gec c R.Brookshire 912 -882 .07 p.3 �'d 6.17S6-662-2T6 Rwd d90 :20 90 TO -eW r LEGACY REPORT ICC Evaluation Service, Inc. www.icc-ers.org 9913A Issued Ap;'ii 1, 2004 Bus n 5e&Rec tat gifee • wee Worlerien brill Road, Whitler, Caifornia 90501 i (562) tie94343 Regional Calm • 900 Maptckiir Road, Sure A. Sirmillglt<+in. Alabama 35215 s iW515f19-9e0t, Regional Office • 4061 Wee Rossmoor Road. Gauntry C ub Has, winds 60478 (?06) 7g9980s The Sotreemmelee an Eealietion has (reviewed the data submitted for cotnplfance veith the Standard Building Codec> , the scot Slierr eed for Hurricane Resistant Residential Canstnictker0 SS70 10-99, the 1998 International One and Tv,ro Family Dwelling Cede, and the Florida Building Cade 2001- Bui Irene and submits to the Building Official or outer authority having jcuisdician the following report. The Subcommittee on Evaluatuan, and ICC-ES and its staff are not responsible for any errors or omissions to any documents, ralct.tlatiarhs, drawings, specifications, teats or summaries prepared and ilubtnitted by the deters professional or paperer VT reeorti that are Listed in the Substantiating Data Section of /hie report. Portions of this report were pre,iouely ine{uded os Evaluation R;:yporte i+`, 13. REP'DR NO.: :let 5.3 EXPIRE:: S&Ev tt lc current t=VALUATiON REPORT INDEX CATECeeeF..!; HANGERS AND SUPPORTS QUICK 'TIE PRODUCTS, L C. 2951 POWERS (AVENUE JACKSOWV LL£. BEACH, i=LOFUAA 32207 904 - 732 -leis wriass.4e 1 ie,Rtioono:lte t1fo,c gm 1. PRODiiCT TRADE NAME 1.1 Quick heel" System (QTS ): 1,1:1 QT 1/4 Orrick 1e 1.1.2 OT3Pt) 318° Quick Tie 1.2 Quick Connectors: 1.2.1 HA4 1.2.2 MS and LS 1.2.33 nMTS anti hiTS Twist Straps 124 OHO1(Iuick Hold -Down Anchor 12.1 Ol iD2 Quick liold-Dovet Anchor 2. St:OP1 OF EVALUATION Structural:. 2.1 Wind Load Uplift 2.2 Wind Load Lateral USES Quck Tie and Cntick Colelect rrs are used to anchor wood stud v allc atYi roof trarnin memhere t0 the fountlattaL rceere .Ytv.r mi ,.:,:.::.'r rvV fn *t C� R., V(z yl,:z y/+r+s: nlipt wsllt'.4st drum' olFt'Y: negte• A i ,..pec lr•u:..`, an!rwL M•N W,' m.;'r,, ter cont47kti at at .nrho-avwuat L; ,••'n.raS..; rer!'e 'wpm or orttowneoidiun /.r kw ace Meer Ar rte uyrnmey/.r ICC Et'abmilww Serwee,rh...'Xpnr),r sriwygretl ru mo.N'Jiiner4r nrulrm,narto-in rrnr semrr. hilt to any proism rnsw.rdl.e rya1'r , 4. DESCRIPTION 4.1 General The Quk Tie °t S,ystern is a tafri;atedt row; and wail aa:;choriri,3 system consisting of a wire rope with threaded studs swaged to oath end. T,ne threaded studs air. srneedded into harden.30 concrete by drilling and using epoxy adhesive to anchor to the foundation. The opposite end of the wire rope vinh ate threaded stud is extended varticafy to the top of the stud Wall were a eteat plate and hui are used to anther the lop p),^„ te. t ikiod trusses, headers and bottom plates are connected wish Quick Col enactors to prol4de distribution of toad *Meyer-teas wire rope. Components of the system are listed in Section 4.2 Materials and 4.3 Quiff"[ Connectors. 4.2 Quick Tie*" Systatme tors) - Materials 4.2.1 Ceuick. i®rt,r QT(X) andQT3(3U: cope, either 1i4 inch diameter or 3/8' diameter . Threaded Sltidt ere swaged onto each end el the wire rope, 14.00 e 6 -1!4 itch with 4 inches of threads for the 1/4 in wire rope and 3/4 inch .x 0 inch eery 6 inches of thread her the 3/8 Veit wire rope. tndividr ai wires are 0.030 inch diameter, nt smaller, with minimum F4 a 268,000 pg. (X indicates rho length in teas; 0-f(X) 'f4° airirefi wire rape, 1/4 inch diameter, 7:319, gaMdnized steel with a breaking ewenpth of 7,000 pounds. inriividual writes to the .Hire rope are galvanized vritii s neriir nurn of 0.10 ounces per square toot of uncoated wire eu 1aco. QT3()C) 318' aircraft wire rope, 318 inCtl drarrteter, 7x19 galvanized Mel with a breaking strength of 14,000 pcuncis. individual wires in the wire rope arevanized witty a minimum of 0.10 ounces per square foot of Lercoated wire a iai;e. 42.2 Washers A W43 and Nuts: Shed prate 3 in tt x 3 friar r 1 /4 inch ASrM A 36, or A 283/284 or A 570, rnnitmtan leek! strength of 30 ksi a: td nim m ultimate strengti10f;45 iii. i, utc ars'fz inch Grade 2 Hey Note with !or* washers. 4.2.3 01000 Cheek Set Epoxy: The epoxy ie 3 private beri, H5200 brand, manutacturev by U.S. Anchor, frro. ICC-ES Legacy Report FFi- 439e, a two oo nponent structural epoxy aspensed by a manual tool. The sparse injection gaf;u pac a ec in tai packs or cartridges which met netted into the tot .:end dispensed through a dsposabie state mixing ribule. The injection get is a mixed product obtained by nhttdng 0 bass resin with a hardener. The components are mixed on ai one- to-one ratio in a L e t i t i a mixer. The hen e:ter is color r need ir red and tart base resin is provided in a while foil pack. An siterriate slow set hardener may be used and is packaged in blue foil peeks. ttopyrgii 41; 200; ^d S'd LOS2 -288 -ZT6 Et'S6 -CE2-2T6 aJtrfs' 0°,4( •a a9Joa9 Ruud Fast 1 of t7 dea.I0 90 TO JeW d90:20 90 TO JeW PAGE 3OF17 9913A required to resist wind upli1 load. The foundations shall be designed to resist the design loads determined in accordance with ampler 16 of The Code. 5.3 Wall Construction Woodfritr iwallsshallbec rsvcctedoftopensdbotforttplates of rrarrirrrum Southern Pine, No. 2 Grade, rninImUm 2 inch nominal thickness with a specific gravity of G - 0.55. Suds shall be a minimum Spruce Rine Fr'r, Stud Grade, mirtgnum 2 inch ncwn rtf31 thicti?1e a with a apclle gravity of G 036 spaced 16 inches on center. Ai wells shall have double top plates, s R special iespectim Spacial Inspection is required for use of 03 000 iluick Set Epoxy, The constn;cticrn shall be lrrshooted by a registered enginee• or zsrti tsat, preferably the one responsiCae for The design, or by a cornpetent representative resporrebieia the registered engineer. Such ins caoti snail be of a datir& as to determine that the construclion and quality of work are it accordance with the cornract drawings and specificalans and the meAufacaurefs installation instrtx:tans. • items to be verified by dr. vtectaJ irrspeCtor iOnhlde hole diameter, cleanliness of hole and anchor stud, adhesive type, adnesapplicatOn, Stud tw lcr r, Stud eent unheiht. and other requirements specified in this repeal 1 and the +zranufacturei s inslructioas. more matmesse 1 APPLICATION or THE QUICK TIE SYSTEM COO s 1 LQ6Z -Z813-216 9'd CimS6- 892 -2T6 aJius>sooagra a2..foa9 Rwd dLO :20 90 TO JeW dsa :Io 90 TO Jew L 0 • 0 L CC M LD E L O N ▪ o. oN N ..._ O"4 CD W Op N M 00 LL EE Q.i]CK TIE, CSI', SPACING TABLE AND DESIGN NOTE S mutscoF TfLLL + ib 111.w s' LEPLJEi' 5C) i7E in 1{'t ff TOP PLA?E CONINK IORS {i,ii; }. AC1NC ` 5?ACTNNc. F1F1' 1M [ Mi7512 r. Q,C Fr181 ) 2 2 2 C 612 7L6 730 1 562 6t9" 675 tf6 6t6 6.50 —1- --M3— Oa' 6225 I E--- 6r 6.03— I Fif r, • 5.3i- 550 5' ) AAi+ st3* 525 1 911— sqr CLOD 103.1 4t6' 450 2 2 .I>il 44 415 2 • 2 hit 4`(r 420 2 2 —a.51— 3'51 315 3 • ' 1— --Lflir--r "F-e' 1428 3C:' 375 3 (* 3547 3°Ci• 300 2 ':&?5 3 C:t! ''i" 185 151 —21Z11— 2.-3h —M- a °' 1745. 2 ($ ate, raY.2AA. rtHin... sem toPOLASf sO6tt W1NLF.QtattY QUICK TIE AILCYr'A191 1. DaR N NOTES DEEdGN LOAD 1 T1Si 2L+4'M1 MMLMLOGE DISTANCE 2.321 LIZ QurCK '11F AII.OWABLE I:ENCPI LOAD WWII( DMZ DESI'ANCE EQUAL TO Olt GRJ;ATER THAN 6■• 21160 LBS. {!tie aarlaUN Epee clw,STAI+CE'- REQUIRED* 2111'.THE MAXIMUM UPLIFT PERMITIED 189i11DtJ».WI NAMII,WUAt EDGE OISTNIOE OF S' OR GPEATER Ai PRCMIDE:,S. NOM TIE MCACT LOCATION 0N1 Nona BtuaETIL.YAB LONG AS THE MMIMUM 8PAC11N8 LIETUIEEI A1CY lWO QUICK TIE2 DOSS NOTE:OEM ft 44 THEREFORE ABSOLUTE MAMA SWAGING OF re ACCEPTABLE. savorawnemesi . Law CI4L+auCK'EIE wm,+N a2' OF P1A01 Lli0 ti1eAWYQ Or1AN@R pm SIDE OFCOMER P9&[REE 1Y TFi2 ?DE MME TFE TOP PLATE LAPS OVER THE MINER WALL.) IL WE OMLORTWO OUR* TIER ATEACH S8D OF NU-SHIM WALL SEGL1ENr8. IF SHEAR WALL ISNOT SUBJECT TO OPI.IFT LOADS, MO ONLY ON8 OR TWO TWO (OR HOLD OOWN) AT MOH 8N OP EACH CHE,ASt. WALL SEGMENT. W SF1OOWALLIRt1IJ ORMTUUPEET'TLawe,USE QUICK TES AS SNORED IN TABLE PLUS ONE CRTWO TIES AT EACH SW OP EACH SHEAR WAIL AVENENT, ACLtOtk(COMMHTIONALHMV 0044R9 WAY RE LIEGO ATiHEAR WNU. ENDS WHEN OMR TIE SPACING a =marl 'T DOWN* EOUMET0W OHAVESEEMME1. 3I USE ONE GIJO CT1E AT EACH RlIA VF ALL OPCIIOME R] MYERIN, UNLESS TRUSS LOADS 01DIGATe RARR4 ER SPACING IS REQUIRED 4) USE WOWED 0 MUIOK TIe(8) AT c0FI(7EN771A'tEU UPLIFT Om* 0 1400Ib..pROREATER. %MACE ALL IyJK RTIES A9 SPECIFIED IN THE TAR LE PROM0E0 FOR N.E. WALLS eU 0J10T TO UPLEFTL 0AOLL MALL pNCRCTEB SHALL RE INSTALLED ADDORDP1O TO THEE OPECIPICJtti0R8 UNLESS 088P31 fE,1AND 0ERTtFlEO RYA LICENIti7 PROFESSICAGIL ENGINEER OR ARCHRECT. 1>PM3. ALL NAIL RCM 181144' AND 'WSW C CONNECTORS 8)88E FF.ADEiCON "C T10N SCHEDULE FOR CONNECTIONS REQUIRED FOR HEA41f$8EI S'.P"APO OfIF.14EA. fl) i* IICRTI£S SPECIFIED INTI11bTARLEMEI MBPIX=4'INTiO CONCRETE." USING Q1000EPCOCY MESS OtHE WISE NOTE°. 10) LOADS IN THIS TABLE RECURS A MINIMUM 1?? mot GYPSUM YOU. BOARD ON SALM SIX OP WWJ. mimic em0a %V 1 -12' LONti WALLBOARD NAELB SPACED $' 0.LL AT EDMUND 17 O,C. 81 Tie Atm 11)I &OtLY+TW MC DO Vernal mamma AS, ECIPI013 jW0 Bu»i LEDBYOLI;OKTI 1 PRODUCTS. INC. QUICK TIE SPACING TABLE AND .DESIGN NOTES IDCopy0411 20113 COOL TO P,oC1uctc, inc raMINO r•••••■•• 3'xTx1/4" STEEL PLA VT GRADE 2 HEX NUT-1 1 .4.1118111NAMMIMPANIMI Mr. c..110•101...*1.1111•10......•11.1.1.4■••••■•••■•■■••■1*WWIMAM.3..,{141000•■■■ 1 tr X 6 114" THREADED 6'1U0 SWAGED TO 1/4", AIRCRAFT WIRE ROPE 1/4" 7x9 GALVANIZED AIRCRAFT' WIRE ROPE frNia*.-...-..*••-^•••••••••••01.. OL67/4" kwa- too- \- 'la" X 6 1/4" THREADED STUD \SWAGED TO 1/4" AIRCRAFT WIRE ROPE 1:11- QTX (embedment type)x(plete or watt height) UICK. TIE P ..oDucryqc, trtmotxmvarxxt-ntsru. aim:rime/20m Kaat•ur TypicAL QUICK 11E PART DETAIL Capyright 2003 +NIL* Tit PrOduct% Inc TI151WinrallE- QT-X :JO aevei rw..e1M.....",=.1..1..........o...........oelacewa.........*Wwww..a.wcnos•noomm...........■.... aillu GRADE 2 HEX NUT Mt!: 0'.41:14 r.icar 1/2a4. Steel Plate - X 9" THREADED STUD SWAGED TO 3/8" AIRCRAFT WIRE ROPE r3/1P 7x9 GALVANIZED AIRCRAFT WIRE ROPE v-3/4" X Ir THREADED STUD SWA(ED TO 31B" AIRCRAFT WIRE ROPE LUCK TIE ()DUCTS INC. =NM aWrin [WM tIVNIEr J ; • OW' r4,1 QT3X (embedment type)x(plate or wail height) .10aadasiallvaloamrtirt•MOU 01411111111M.IVAIINIMP.W..{ TYPICAL 3/8r AIRCRAFT WIRE QUICK TJE PART DETAIL Cmytight .2t1f33 as Olt 1112 PittAzts, 147 1-1 00 LL 113 Z E tr1111+111■41115P11...16...111"41~<1110.111011YROCM11■1111.0•10111.10,91111111•11111 HA41, (Lts:T) LOCATION STAMP — ON BOTH SDES i44111 6 lielf&C OP WM NO. 14. hewn au It 1._ 01111:'. IFI .. lit dIa e. mt.- Mit •:, . Its r ii I'. fit i ,s,..1.. its i.• .t.t 444 ta i I oll ., c.. I. I, '‘, 114 IS et H44 ts ... a i w I 6 1 SO ill Clil IN SO 05 --+ SO EX S 444 t 144 N 31 U1CK TIE .7; PCMWOCCIAltzion 3/207' MrAfITOM HAM_ CRPAIY ittiX604)732411.4 HA4 HURRICANEJSEISIVIC CLIP aapyfielti 2ivi73 Q TVs Pradvcts, suararmomeaprommatsvmsk LL AO L at)Vci .1111•••■•■••11■11.■Iplaanagm....m. •••••■■■••1 747..VDETZBEr."."'''' wow avilvanitalnIWIRSX11116410.116101MINRo. flu PAGE 9 OF 17 9913A 44,C:TO i3E11111IIII „'-',.,gegeRguilsig;pa tliii1331§WW71-.‘° NIP - igilitill 0 gisalpc UgaGel L lzgg V-Iti MIMI n 1 ONg Innill imaig 1 IDEEIMEEigil ill -§ slegg; glgg L ivgvc1.1.... proos -00 um iglig Elia 1 ..iwe Rain i"Illia °Ili MI !;:la 13— -1110218111EHE - - * - =MI 0.1.1161W.11143.04 77-d zi'd LOS2-2EIR-2T6 £1796-EC2-216 e-iTysmoo-JEra 02-mas Rwig LS & MS STRAP TABLE 90 TO JeW 401:20 90 TO JeW .lcY(iii, i+ mon -putt. tp. i HMV; i ) 27LL61p Oarts t;p E tftM, Utrj Tator AIT 1* 1k) �R00� ¢fr81?iaaV '2 : ems•,~., ! 4750 10gd .064.OA. LICK TIE P (DUCTSiNC v t1ry[y1 0pi �X;a x`120° C.WR.31Ue[API i WWII V, COMM' raYwrs111op sq.cn MTS & KS TWIST STRAP (s,opyrisht 203 QA:k ;id Products., Inc. cr(ar- ... ... _ _ MIS (tOGauge) HTS (tai 03q /e) 2 mnwnvu..w 2.1411 u :Co II fig EL 912 -233 -9543 912 -882 -2507 m 0 0 cw O 0 ••■ O 0 IV• LU E E riplorlresYNNERPOW•Plit+MIMIISMOOlireitsialnimurIre paRoweltariUmbrafellialaseterMin 1 mois•teniMIVZON011,0,41MOMMIIIIMOW1104.01~41,71.017 1111711111TIMPteret) 141111111111VM(140..) a arm w".' moos 4w Ak WV I ..... ' Vii In* ON .11. A MIMI, r14111a =nig MA mi....141 , , tax g it ROAM W _./.1E, ttir 011 .9 ..r is V r. tidd V' Rom. itart4or 1 dm 1E- ___Wi AS ra ' #14 Isi rin 11 it ilbt to, wiitie, se. • 1.) in AO ..LBE, MOCK. tr l er te 00 arran a 15 it 12 MOW. (Mat muss Wads 20 R 4 444 tir • 4* ALA. quis IP A tit _taw _tr_ .cce, i ur It ISO ISO tome ir se? be int 4• 11 loam _E _air ma UICK 11E n, MTS & NTS TWIST STRAP P ODUCTS,INC MOWS AVe$001ctifilVIA MOM, UM? NO:* VMS st con* rstrImi Warm. K. i'mwsrt @Ocs/rbblECOS (1:110k Th Prod .11.4111•OwniftrJ. two taitsFol iffe kstsins mutt:4NQ ?iv usimisatesilimp.miler.vstam 4stss wasp wonaccri.prso IMIRWThift10,1011HI, 1.1M P.11. Auwa tk risurmomtui it le oil Ku MIL10.311■711RWOJW42.?"11 lirfAraNC111 TOMON &mar tervevrtAiirsis vflortsim itituticlisestiaciatr'graZtriwassvni4 IMIV1TWWZICI We (le Gouge) t 14 eatai) Mar 01 06 02:12p 191. Mar 01 OS 01:38p George R.Brookshire 1 Z 1 0 912-233-9543 912-882-2907 p. 15 p.14 4 tar 1 1 1 MN) 1.11.1E 1 LI 3011391/4 11£1-1,16 QHDI i'ypsc � Q.HtDI Hold Down Instillation cow NOLO DOWN CONNECTOR radPI Ns OW t.,,., QiesanNem I s apo�xmiat ant [11E117;4 teas 81141 Ilbio Ili T It ' -r H t4-• koe mew** aal ti Or xi iirilt) „mow, Wow, i 27% 273} 1 ingliial VC NM unto 16 graa‘a e lutui MRemattmeita .aPI rfrf raH 13i4Poratxexi+�. 2.) 1116 Kr. tnt aarno.catz Pp. 9otltiMt 71 Man MI roan*. M tee ammo MYlit IV m Ip a t v %Sr, 1 1�ie L O< TIE. ._..._ _P ODUC 1S INC. 2011.0 L.W.lM7 34)7 i 4 cL' x T1�ka{wii QHD1 HOLD DOWN ; l 0.1-410.0t 200 CIA* Tta PrWie o. tn0. 0 Cf. -191fci 912 -233 -9543 912 -882 -2907 1511:6' jt,Oet' 17.000' —4 01402 MATERIAL: 33KEI, 090 NOTE: ALL NAIL HOLES SHALL BE APS OM. NOLEN QUICK HE • P ODUCTS,INC - - - 2.aitlytilskir wire/L•lainveall 114(901)737-1th fAttM)132-6Y,I arTRICITIMHARI.:3.1till0.417 ItelriftSgt HOLD DOWN (K) Capx7Ight 2(1r() <Malt Prnduct. Ina. isa.,••••••orvo.ftume .•••••••••••••••••••••- W411•11•W .rnle•d• ----- - • ___-.-- _ •--•--- • -----. - OHD2 (12 Gaup) L6.313i43Jdd Mar 01 06 02:12p Fimy 912 -233 -9543 p.18 Mar 01 06 O1:41p George R.Brookshire 912-882 -2907 Ip.17 a 0 z Ix1j aio 1 3 "gl 1 I11I! 5 ; ! rilz A i 11 1 5 0 tai D sv b£166 9U SP, 3f.Wd 991M PAGE is OF 17 GENERP1 NOTES FOR TABLES Alto walaie toads shown 2,144 in pounds. 2. Unieso noted otherw o nails art common wir nails of the penny weight noted !r1 the 'Lebec. reads ehatl . cGre `y v'ifn r-nderal Severe/ ration FF iU -1058 and shaft have the fokow.ing minimum bending yield strengths, F0. d, D- 0.139 in, Fe, -100.000Pei 10d. 0 = 0.148 In, f e 90,000 psi 16d, l0 = 0.162 in, F0 = 60x,000 ritA S. Loads deeignalite 8e (normal) or 4100) maybe increasers for duration of ioal in umber construction in ate:Mence wee :Teeter 2.3.2 of the NOS up to'ha tabulated atlewatee feeds of (133) and 0601 for •,ind end seismic;. Load eterrFm adjuetmene uricie. -i :s Fivida Building Code shell be in accordance with section 1608.42- Except for duration of bad increases in timber oonstnrctlon ho increase in loads over that 06stgnaledas (rterseeein the raitr dote dtatlesshaitteperrrlitt edikrloadenmtrieetion eineilowebloetrelgtitdr ign (ce). s, "epee" trends he tie been increased 1.33 for wind toad and no further increases are pennitted. 5. A$$owabl Toads noted in the Design Tales are for fasteners only. All framing mambers shall be designees in accordance with the re:peen,ene of their epprnpriats design Speaficstians as referenced in the Cede. e. Load capacities in the Design Tables are valid for Southern Pine with a Specific 'Gravity of G = 0.55. tit the connectors Bra used on ranee rgrades: or other types ref weed than those spaded in this wort, load capacities shall be v 1Gsd by test re rest titedi7; s by a registered engineer. 7. Beans or headers supporting joists sheet have.. the -following minimum widths based on nal s z e attaching the canner:tow to One wood stnrce r'ei members. _Nail Min. Wlcth of wood member Bin 1.31 inches Teti 1.48 inches 16:i 1.g g inch e J. Nails c rrplettely penetrating 2e joist*; or rasters shell he cinched dog wad. S. The connectors have not peen evaluated for simultaneous loading oonoteons. W. Si l/nies corruarsiene 1 in. e 25.4 rnrn, 1 le 4.5 N 11. A review of the dimensions Shoat in the Tables and Figures is outside the scope of this Legacy Evaluation Report. 6. T ANTrr8Ti:NG DATA F,.1 Maref2d,11urrrS deselptive there -4rre, specife ration$, mill $ order oeriilrcaw,s, engineering dravtings, and installation insirzctides. • WRCAWire Rope Corporation of America, Inc., tester with tnitl order ee tificatea. • Mill order certificates for steel used to fabricate HA4, LS, & Pv1 :3 strap, US. Steel Group. • Speciecation, fabrication wer&ees, Alpine Construction tiaridwere. • U.S. Department of Labor, OSHA, Cerdercate far Wire Rot:. 'eCt`,TJoraacnurn+ lesica,inc.;1;4iach diameter tire 1x19, galvanized aircraft. x M,il Tee/Certificate, Clump -Wcr Rope Co. Ltd.. Feb. 14, 2002. 62 Test report on wand uplift resistance Guiles Tie QT56 ender ASTM le 1761 full scale wag tele A. Norris 8reivik, Professional Engineer, Report No.98080803. August 22. 19e88. signed by .A, Norris Brei ik. PE. 8.3 Test report for HA4 under ASTM 0 1761, PSI Pro:acslonel Services kduseies, Inc., PSI Report No. 748-50100-00415, October 20, 1996, signed bydohn M. 6.4 Engineering calcu ations, prepared by A. foals 8reivik, :'relesskurrc-1 Engineer, signed and seated by A. Norris 8reiMMc, P.E. o Gu eAt QTS, dieted 1113W 8_ • HA4, defied 11130/96. e L.. & MS Seriee of Straps, dated 11/30/9e. • Load tables for HA4, LS and MS, signed, sealed, and doted, A. Norris; &avec, P.E.; 1 -' -99. 9T'd L06Z- 288 -z16 GI 'd Et,SG- EE2 -aT6 t Lead tatefes terCruice Tie, rgned, seared, eriui relied by A. Norris 8relvik, P.E., 2124/04. Quick Ti s 07 - 1/4" Series. OVA &V'4 • Quick Tie QT -3/8" Series, 6!18103. • LS &, MS Strap Table. v^11 S?1K. • MX 'S $ HTS Twit Seeps, 1t18104 • Qf 101 Hold Du'+wrs, 03/03. 6.5 Tact report. 0-1000 adhesive, sues k I-Ai wlsran testing under ASTM E 1512, 2000 psi concrete, CTi Engineering, RRccort No. 4F01, eerie 28.164. signer; and sealed by Chad Thompson, P.E. 6.5 Test reports o;n Q-100e eeiresive, structural tension Orel shams under ASTM E 483, 4000 psi contfrete. Chad Thompson and AsSor_;iates C:ortsuiing iEnginerrs, O,xober 1989, signed and sealed by Chad L Thornpson, P.E. 6.7 Test report on load testing of Q1101 Holddown Anchor antler ASTM le 1767, Alpine t.CUisire etiorr hardware, Division of Atpine Engineered Products. lnc.,Report No. 931115.1, N+x amber. 15. 19'49: aerial by A. Nixie Breivik, P.E. 6.8 Test report on bending yieid moment of nails. PSi Piitsburgh Testing Laboratory Division, PSI No. 225 - 70012 -001, Meech 17, 1$1x3, signed by Fere Seitefspeo. P.E. r ri Ent,' nevere.a tculat :ons few QM01, prepared byA.hiorris Brt3ivlk P.E., signed and seated 6/2612000. € .10 Test report:: on =ensile: tearing et wore, Prociee Tcaiirrj, inc., signed by R.K. Prophet and C.R. Caudal, P.E.: • tie Diameter We 5eird, Job No. 02.4e43 -A. May 22, 2003. * 3;8" 0-ameter 1111W Strrn 0, Job lee cr » ile2 •A, May 22.2003. et.4ttys>4oOJgrbi a2Joe0 Rwd d2 TO 90 TO ,JeW dET :ZO 90 TO JeW PAGE :7 Ors ; 33t3t, b it Testr;.f:ortch load 1estirtr;, under AS'iM 1) 1761. Product 'Testing, Inc„ signed by A.K. Prophet and C.R. Caudet._ .E. 611.1 Q1ID2, Hold Down, Job No. 01 -3541, November 13, 'in1. 6.17_2 MTS12 Twist Strap. Job No. 04 -4684, January 23, 2004. E? •. ; :i T letGTwiel Strap, .lob No. 04.4%5, January 26, ' i. 6.11.4 HT516 Twist Strap, Job No. 04 -4655, January 26.2004. 7. CODE REFERENCES Standen; Budding Cale. i -1999 Edition Section 103.7 Section 107x; Section 1609 Chanter 17 Chaplet 10 Senfio.n 1914 Chapter Chapter 23 use ot:2301 -_ S han 2306.2 Section 2301 Sal$on 2308 Aftomate Matedais and Methods Wind Loads Load Combinations Structurai Tests rind to bons Comae Headed fed Botsaaf beaded Stud ,moos in Concrete Wood Wood Construction - Oeitrt Other Fastenings Hoar Framing Vertical Framing Root and Coifing Framing SSCCI St._ ^riarr1 for Hu:donna Resistant Residential Construction((;+ SSTD 10-99 Section 101.4 Section 101.6.2 Section 104 Chapter 3 Sector; W2.1 Section 3032.3 Swim 303.3.2 $ 3D5.3 Secton 305.7 Section 307 Section 307.1.5 Swtittrt 3072.6 Chapter 4 Alternate Materials and Methods Desicp, e.1%3Itcepts - Exterior Watts Design Criteria Bulidi„ gs With Wood- Framed 6:19f :Or Wails Fasteners end Crir.~:stet s Sift Plate to Foundation Anchorage Walt to Foundation Anchorage . Monolithic Slab-On-Gracie Foundations Connect t or-a for Exterkir WO Framing MMOtddOWn Connector» Rwi Systems Connections - Rafter-Joist Systems ronnectiorr - Trtis Framing Systems Combated Concrete, Masonry or ICF anG Wood Exterior We<1 Constriction kiternatior.ai One end Toe Family 011140111g Code - 1998 Edition Section 108 .Sientien 301 Section 403 n• arster Chapter 6 Table 02.38 tai;oier 6 Florida Building Corte S c1;t ») 10S -7 Srclicn 1606 Section 1609 Chapter 17 Chapter 13 $notion 1514 lit'd Alternate Materials and Systems G'esig-i C itsris Footings Floors Walt Construction Fastener Schedule for Structure,% Members Roof -Cerg Con.Structiion 2001 - Buittfing Atiernefo Materials and Mathads Wbidi Loads Load Combinations Structural Tests and inspections Concrete I-seeded Sons and Headed Stud Anchors in C�KS -ere .062- Z$8 -ZTB 02'd 61756- 002 -2is Chanter 22 Chapter 23 election 23012 Section 2306.2 :tiort 2307 SeCiion 2308 Sectiun Wood build Construct/0n - Design (Miler Fastenings Floor Frarning Vertical Framing Root and Cetring Framing a. 000.21M EE E FINDING S ''1k-oS iX.Ot• ;tv..iO4.*in :ssti f ryvi° +rr L "rzito ".r_ssxxni1te.! finds that in their opinion, the Quick Tie Anchors and Quick careen: Dm as desc-itreci in this report conform with or are suitable alternates to drat specified in the Standard &aiding oxte* tee,S8CCl Sta7ntfar ±fr- ht r cat Frasr'-s :,t Ressclay.4W Constrdclione SS7D 10-99, the lnternarional One and Two Family Drrefiin9 Cede, and the Rol-ids. Building Cods 24y1;1 • Building or Supplements theret0. 9. LIT TATtONS 91 This Legacy Evaluation Report and the installation ri5§r 9)riS t4han rewired t• t'to cc'.1e at1ciai, shell he submitted at the time of permit application. 9.2 Tits sy tam:Mae be inzteltsd ty contractors trained znd licensed by (brick lie Products, Mc. 3.3 i'e.. gri kmis on the Coin Tie Artr..hcts and Quin Connectors slut be determined in accordance with Chapter 16 o'r ltte Sionder7 Buddino Ccdeti 9.4 Framing members (wood, masonry, concrete. steel, etc.) connected with the Quiet Tie Anchors and i uici: Connectors ctors Shat be designed in accordance with the requirements of their wine-ilea dtreifirt ziPo ilioation s as referisnced in the Code. 9.5 Loads ap,piert shall notex dthesematincter.4edtn: the manufacturer as shown in Section 4.3. 9.6 When usirc S,Sit) 10.w, the design toad( listed in the standard shall not exceed those caeca/mended by the manatees ter ass own in Seaton 42. 9.7 Each package of Quick lie Anchorsco ponentsandQuick Connectors shali t ill in the marntfzctundeti instaita of inetnictions. 9.A Quick Tie Are hor; and Quick Cnrtneciors that are t,gosoc directly i weather or sullied to salt corrosion in ooaslat areas: as detenninW by the ioeal building official, shall be galvanized in accordance with 302.1.3 of SSTO 10-99. B.9 Carte Tie A hors ;trait nctbeincretiedingrot*.tdro my lintels or fond beams. Wok Ile Anchors may be installed h formed connote lintels or bond Imams s used as part of a masonry welt. The concrete lintels or bond beams shalt '' haveaminirnumcomprrila .iuotirenftho12.500re. Ovjgri loads for the anchors shall be as noted in -this report. 10. iDENTIRCATION Each package of Quick Tie Anchors and Quick. Connectors ocNeired by this r4iovt shall he labs ed with tl to tti<dsut i.it:ret's name and/or trademark, the SBCCt Public Safety Testing and Evaivaiinn Services art; . Sesi or in-diets fSt3QCt PST& ESA), and the ntmlber of this report for field identilcetion. 11. PERIOD OF ISSUANCE SEE THE CURRENT EVALUATION REPOF1T INDS< FOR STATUS OP THIS LEGACY E VALW RRON REPORT. For intorrnetion on this report oeMact. kechasi P. O'Rea rdon, P E ' 2050599 -9800 amrt;rsl:'t0!t,eric es.Mr aJtysMooJa s 02JOaO Rod dSt.: i Q 90 TO .aeW der :20 90 TO JeW ; -2006 16 :57 DEPT. OF BUILDING SAFETY 912 201 4301 P.01/17 CHATHAM COUNTY DEPARTMENT OF BUILDING SAFETY & REGULATORY SERVICES P. O. BOX 8161 SAVANNAH, GEORGIA 31412 912- 201 -4300 facsimile TRANSMITTAL To: c4- - tft. E. »l Fax: -7 66 " 41s 3cl From: —e, A,4 - ; 4 Date: rages: • l Re: ►1- 11E- 11 Comments: MAR -15 -2006 16:58 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: PC?OJECf; PPOJECi #: SCALE; 3/1/2006 1:32:37 PM P:OVII2E BLOCKING BETWEEN f OOt? J0151 (NOf SHOWN) 2 MIWALL 4-1-10LIP P,ATEI7 C fL #U490, NON-LOAl7 REAPING) TYPICAL WALL A55 MBLY EA, 5117E OF PIEWALL ASSEMBLY 2x4 W0017 511175 @ 16" 0 .C. W/ I/ 2" GYP PP. ON INTEMOP 5IPE W/ t? =13 BAIT INSULATION TYPICAL FLOOI: A55MBLY 14" OPEN WEB J015T5 @ 16" O.0 W/ 3/ 4" PECKING GLUED & 5CREVVE12 12" CMU WALL @ TENANT 9EPAPA110N II2�WA�� 2�1'AI� 4-HOLE 1 K 2 A55W31-Y SCALE, 1" = I' -0" AREA SEPARATION WALLS (PARTY /FIRE WALLS) Fire - resistance rated gypsum board systems (solid and cavity types) can serve as area separation walls (also known as party walls or fire walls) between adjacent wood frame and steel frame dwelling units such as townhouses, condomini- ums, and apartments; and in com- mercial and institutional buildings. These walls are erected one floor at a time, beginning at the foundation and continuing up to or through the roof. At intermediate floors metal floor /ceiling track shall be installed back -to -back to secure the top of the lower section of the partition to the bottom of the next section being installed. At intermediate floors and other specified locations the area separa- tion walls shall be attached to adja- cent wood or steel framing on each side with aluminum clips that soften when exposed to fire (Figure 4). If one side of the structure becomes involved in a fire, the clips on the fire side allow collapse of the structure on that side. The clips on the other side support the area separation wall keeping it in place, thereby pro- tecting the adjacent structure. Con- sult gypsum board manufacturer for clip detail, placement, and height limitations. 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. Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 274g Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 785 -9539 Permit No. D(0-; o3 Owner's Name: Date Requested: C.?-03-t9 Date Needed: Gen. Contractor: ° X4-1 -~ l f's -k Subcontractor: Contact Number: ? L./ UJ Location: 2 V. 11 a L ` i l, A `J Date of Inspection: ;/ Type of Inspection: Comments: (1 Inspector: Time of Inspection: 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 2 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3631 P $8,030.00 $326,000.00 PERMIT #: 060103 TOTAL BALANCE DUE: $8,030.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT O(o- 0(03 2-M B set. Q1a4,e, Location ,,Tton ' L I I-0 -t "gu►t.Du44. T1pe 300 NAME ADDRESS PIN # RECEIVED 11.14 -ol, TELEPHONE Owner -Roam. (o .)STV u «ro,.J 301 GQa+N ne v..64,4 eierrokir .t, (1ktianIA Architect or Engineer 2,0 hots t- Co, it 1; Low-. St . A1,.) i A l-1. it 1IA 2:31-9414% 231-954 3 Fax, Building Contractor (Check all that apply) ❑ New Construction Duplex Residential ❑ Footprint Changes ❑ Other ❑ Renovation ❑ Single Family ❑ Commercial ❑ Repairs ❑ Minor Addition ❑ Substantial Addition ❑ Multi-Family ❑ Demolition Estimated cost of Construction: $ 3Z 4z, orx- Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: Ls rMt". 4, I .� �„� erG l ,,.� s )C 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 Z # Bedrooms 3 pen_ 0417 # Bathrooms 2k fie* U'it 1 Lot Area 7od-18' Living space (total sq. ft.) 3 (•r I # Off - street parking spaces 2 ior,►t.t)w Trees located & listeA on site plan ita- Access: UttlAins FlAt ' Driveway '7 eS' (ft.) With culvert? With swale? Setbacks: Front jD Rear 20 Sides (L) to (R)) o # Stories 2. Height ! $ 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 ,„140k.1.1. oN Z Seri On -site waste and debris containers will be provided by C:ti) or as A.3 �i Construction debris will be disposed by(,o«4•c.Mior� at l.t„pr.,lLby means of ",,,ysTiic- 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 : • - ly affected. I accept responsibility for any corrective action that may be necessary to re ore • e impaired by this permitted construction. Date: l`1 o J l , 2D0 ‘ Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: .303/ ,Lo- 2-A46 Water meter size NFIP Flood Zone Existing r been reported to MPC? Storm drainage eccan¢ en d Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager 6-iHer s/Ytern wirK do ,r /4,-uS Date t -ts .oc is7a lax FEES Permit /390:9° Inspections "iq O° Water Tap 1r/ 100 Sewer Stub $.515." to o Aid to Const. 343/. TOTAL gv3(,) EICHHOLZ & ASSOCIATES JernW72f0.4 110114r 30 17: 17113 2005 RECEIVED ► l5 oS s% N,.r_ C N 193500' E acre _r— w bti 161 7,040 .GO. 611 w.. 191 Pf 1.04D 10 044 sow 160 10 GIto MEWL NOTE% 1. MK ITO II 12C<Oliaohlkla Ati HAVE A YJ MR MO MC INT.Saf INC A11! o.AV.¢ AND LIMY DAtalms As slow 2 ACOOWND 7D 1R1f 135161 1001 C 0040) 0/17/e6, 1110 911 0 LOCUM N N3 0-13 75.060 1oNE 1. Kt. IA1 Od► CAS *0. 1/% Af -sMi BSI wins NM. CO.user. FIFTH AVENUE 60' R/W ( NOT OPEN ) eta? I KEW .. D onm IC$3of 11uo I a' I III I 179 7.00 .A. I 0.10 0.e. 179 Ilaar onothi1E • VARY K0f PRIVATE' ROA 4 eo�o0' Sluff a la'FL � comma tran-77.rau I 175 II `/ VI 1. 1 15 j 174,1_ b 1 z 4� frt.. S'l9' a— osmir �1 b I 157 %1 'Air . l4. nu mr • qty I,; 1, . 1 56 1 1571 1 Lefts JI AI's J TES, 1. OTIO Dona 1114-T 4%2E01 P 033 -U PABC +3u i HAT CI MEE 4Iw IV PE1GY WON ORI'l. 7/00/20. i PIM a 1145 P1O1VITY Ot Erel R aMUG SI. 0.0 0. in% 00110 4/111/6% Ita11a' 151 ' Z 152 I a� 153 1 LOW 151 !! p,o 1 1 1 1- C m 1 • U m R 1 7 1 eve 1' 0i1� it r i OVUM 7i,EAaltlux �— 160. UI 61A0'� b� i l L Iut'' 4-J IIJ, s9_ 1_1\\_. 490.00' 54255 nc7 1061 w cult. 5367E or COMM **MAR 0041.11( REi00NA81NA11OK PUTT OF LOTS 1 WARD 1. iYRFE ISLAND. 4ORO1 157 & 174-181. FOIL j4QBERT 111. CifU DALE or a R t MAY 30. 2065 omt or Pt*I NAY 30. 2ME. 5C4 LE r. 301 C- to 70. ME BAIMIETT. at LAM SMEIVIC, P.C. W 614101 onto toWIIIN OII 16410 MILLER AVENUE 60 R/W 1.1,-1..vc, acid oNvo..l G 0 ceev.re,nnevis (Ymubi be. fY1e.'ir-' Yr t or •44.0- i SS tioYlc e a Mere_ 4 101 Ste- c 1,5. i rr.e. �.ih -44.0 Corm ttixZ Olo,tuao�rran4 ecc :rtc nc_e_. MC. MD 1/11110 •00. lairCD Cox. NA, mow. UT* 01ATIG, DuOtiR7O10.w to 10 TIP O n1V_ IL on Mu so +— S 19•45'00' W APPROVED BY TYBEE ISLAND ZONING MOM A01/K1AAO1t APPRO O DY YO CITY OF YR 7 CLERK OF COUNCIL odkiir it 1w < I TYBEE ISLAND 7006 1� 2DOS