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06-0100 Rocker Construction_1of2
PER144 #, PROPOSED USE. OCCUPANCY TYPE: CONTACT NAM E CONTACT SIRE CONTACT C ET ADDRESS PROPS IT ySTATEZIP RTyADDRESS APPRO NEW P I L BLDG ROCKER CONsT 301 cARR RUCTION A BATO GE WAS, 4 NT ON GA 00000 VILLAGE PL A P O. BO's 249 . 44 3 Butler 3 vF A X ��e T ly o ) ,Isl S ,3; Georgia 313 2 8 (91 ) 786 457 wwhcityoftybeeg L 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 #: 060100 PROPOSED USE: NEW RESIDENTIAL BLDG - DUPLEX OCCUPANCY TYPE: P CONTACT NAME ROCKER CONSTRUCTION CONTACT STREET ADDRESS 301 CARRIAGE WAY CONTACT CITY STATE ZIP EATONTON GA 00000 PROPERTY ADDRESS 4 VILLAGE PL B APPROVED BY: aCt.de?Sov-tiyt,m-' P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (91:i.) 786-4573 extension 114 Fax: (912) 786-9539 Permit No 06- 0/00 Date Requested Owner's Name CD C Date Needed Gen. Contractor )-OQ.__V Subcontractor Contact Number -a. 1 Location Inspector Type ot inspection 4- \11‘1\- e azoe_ (NA(Atp)( Date of InspectioWat--i<€. ZOO 17 faTitA 4 Pass F El q/4 /62A Fail ajdo v/e.14-/ aAxcL_ • 1--1 0 v 0 V . d 6,44,7 a--'-e 1-eeri ,A6* 4 y A vvl cl /44,5 A) e_ t, r- A/ .7-C.)'<? e A't CIPHERS architecture and planning June 6, 2007 • City of Tybee Island Butler Avenue Tybee Island, GA 31328 DESIGN Co Gary Sanders, AIA CAAmbettri 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 t RECEIVED ��l 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. 4cereijy Sande , Pres Design fRe TAsew_res (NO2goV.z. (� Lo- t2 -C FORTi C'EL Warranty Coastal Environmental Services, Warranty ID: 9365 , Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 4A 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 F0RTiCO: Warranty Coastal Environmental Services, Warranty ID: 9373 , Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 4B 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 SECURITI Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name ROCKER DEVELOPMENT, LLC Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 4A 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 151 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N30 -00 -44 Long. W80 -50 -42 A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 6 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b 518 , etc.) RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. 853 sq ft 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 B4. Map /Panel Number 135164 -0001 B5. Suffix C B2. County Name CHATHAM B6. FIRM Index Date 06/17/1986 B7. FIRM Panel Effective /Revised Date 06/17/1986 B3. State GEORGIA B8. Flood Zone(s) A8 B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 12 B10. Indicate the source of he Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ElYes No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR /AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized USGS E -56 Vertical Datum NGVD 1929 Conversion /Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) f) 9) Check the measurement used. 6.5 ® feet ❑ meters (Puerto Rico only) 16.2 ® feet ❑ meters (Puerto Rico only) N /A. ❑ feet ❑ meters (Puerto Rico only) N /A. ❑ feet ❑ meters (Puerto Rico only) 12.7 ® feet ❑ meters (Puerto Rico only) 6.2 ® feet ❑ meters (Puerto Rico only) 6.5 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name MICHAEL J. GARDNER License Number GA. # 2285 Title LAND SURVEYOR Company Name WARD EDWARDS Address 138 CANAL STRpET Signature UITE 304 City POOLER State GA ZIP Code 31322 Date 06/05/2007 Telephone 912 - 330 -0026 FFMA Form R1 -11 FahriIan/ 9nnR Coo rovorco cirlo f.,, IMPORTANT: In these spaces, copy thr lrresponding information from Section A. Building Street Address (including Apt., Unit, Su,__, and /or Bldg. No.) or P.O. Route and Box No. 4A VILLAGE PLACE For Insurance Company Use: Policy Number City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments JOB NUMBS 60 08 NOTE C2 E HE PUMP Signature 7 Dat ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ['meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachment SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: Local Official's Name r Title Community Name Telephone Signature Date Comments ❑ Check here if attachment 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. 4A VILLAGE PLACE Policy Number City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. RIGHT FRONT LEFT 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 A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 4B VILLAGE PLACE City TYBEE ISLAND State GA ZIP Code 31328 OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Policy Number Company NAIC Number A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 151 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N32 -00 -44 Long. W80 -50 -41 A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 6 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 5 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 860 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 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 12 ❑Yes ®No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR /AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized USGS E -56 Vertical Datum NGVD 1929 Conversion /Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 6.5 ® feet 12.6 ® feet N /A. ❑ feet N /A. ❑ feet 12.3 ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 6.2 ® feet ❑ meters (Puerto Rico only) 6.5 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name MICHAEL J. GARDNER License Number GA. # 2285 Title LAND SURVEYOR Company Name WARD EDWARDS Address 138 CANAL STR' ', SL(ITE 304 Signature City POOLER State GA ZIP Code 31322 Date 06/05/2007 Telephone 912 - 330 -0026 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, S and /or Bldg. No.) or P.O. Route and Box No. 4B VILLAGE PLACE City TYBEE ISLAND State GA ZIP Code 31328 For Insurance Compan, 'Jse: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments JOB NUMBER :.000 i nature 9 NOTE C2 E EAT '•UMP, Date �c 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. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. ❑ 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 attachment! SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone A0. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachment 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. 4A 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. k 11r II `III '9E1I 1 ! RIGHT FRONT LEFT 06/04/2007 11:31 FAX 9123300°°6 WARD EDWARDS June 04, 2007 Mr. Walter Rocker III Rocker Development, LLC 1006 Hwy 80 East, Suite D Tybee Island, Ga. 31328 Mr. Rocker, "WALRD EDWARDS © ENGINEERING • PLANNING • SCIENCE • SURVEYING ECELV . -O Ij002 pal 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 10" 2/24/2007 "0" 2/24/2007 "0" 2/24/2007 "0" 3/16/2007 "0' 3/16/2007 "0' 3/16/2007 "0" 3/16/2007 "0" 3/19/2008 "0" 1 VILLAGE PL A 2 VILLAGE PL A & B 3 VILLAGE PL A & B 4 VILLAGE PL A & B 5 VILLAGE PL A & B 6 VILLAGE PL A & B 7 VILLAGE PL A & B 8 VILLAGE PL A & B VILLAGE PL- FOUNTAIN 05/24/2007 12:07 FAX 91233O0C9q WARD EDWARDS May 24, 2007 Mr. Walter Rocker III Rocker Development, LLC 1006 Hwy 80 East, Suite D Tybee Island, Ga. 31328 Mr. Rocker, WARD EDWARDS ENGINEERING • PLANNING • SCIENCE • SURVEYING RECEIVED al 002 On May 23, 2007 we checked the new heights (after the Roof Heights were lowered) of the building units at TYBEE VILLAGE. We have determined that buildings 1A, 1B, 2A, 2B, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7A, 7B, 8A, and 8B are below the 35' Building Height (from the adjacent finished grade) Limit as required by the City Of Tybee. I will be available (by appointment) to meet on site with any person or persons that would need an explanation as to the method we used to determine the Building Heights. Michael J. Gardner, Ga. R.L.S. # 2285 Please call me should you have any questions. ards: m Gardner 060102 060103 060099 060100 060153 060154 1060155 060156 N N N N N N N N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION 2/24/2007 "0" 2/24/2007 "0" 2/24/2007 "0" 2/24/2007 "0" 3/16/2007 "0" 3/16/2007 10" 3/16/2007 "0' 3/16/2007 "0" 1 VILLAGE PL 2 VILLAGE PL 3 VILLAGE PL 4 VILLAGE PL 5 VILLAGE PL 6 VILLAGE PL 7 VILLAGE PL 8 VILLAGE PL A &B A & B A &B A &B A &B A &B A & B A &B Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 lybee Island, GA 31328 Phone: (912) 18b-4513 extension 114 Fix: (912) 786-9539 P t tin - 01 0•0 Owner 'c Name Gen. Contractor 0 4)625 (Q 3 '5 4- • Contact Number Location Date of Inspection 3/)-)/C7 Time Inspector nate Recitiested Date Needed Subcontractor n3-2_0-07 uAck (770) C-ko-eqvq A- 1 C) Type of Inspection r efee4 r. spfe 4- e,c)PQ14- -(7 yki c L p�Z•�.IL 'i ;> >• • r }* 44 1.4 Inspection Report City of Tybee Island 403 Butler Avenue P.C. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 --4573 extension 114 Fax: (912) 786 -9539 Permit N.', Dom' Dt 0 Date Requested `� `� - O 7' CD-7 Owner's Name Date Needed 03- v g v Gen. Contractor-PO( r 0/15-4-- • Subcontractor Contact Number 34"C 1 ON) 5 9 f `i `t 5 Location 1-1- A 4 B V, i I Q Q,I2, f Date of Inspection (i7 Time ____ Inspector~ T e of Inspection Doh (, I1 , T S : „Q\ e■ec . ,p 4/0 Dec 12 06 11:35a MARK BOSWELL December 12, 2006 812- 887 -6932 p.1 BOSSIWELL. DESIGN SERVICES, INC- 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 972 -897 -6932 LAH9O5tuCLLSOUTH. N,ET 1 o: Mr. Doc Anderson Zoning Administrator Tybcc Island, Georgia 31328 From: Mark Boswell Re: Walt Rocker Project Miller Avenue Subdivision Corner of Miller Ave. and Hwy 80 Tybcc Island, Georgia Dec, RECEIVED 1-/-12-0(.0 As per your request, we have inspected the project referenced above for compliance with the approved drainage plan. Alter a brief inspection of the project. it is our opinion that the project grading seems to be in substantial compliance with the approved drainage plan. Sincerely, rnJ/ Mark Boswell Ob- 0102- O(o -0iO3 DG -v099 OLc,_ 0100 0(0-01S3 07 „ - o I S4 0(0.0(5 Oto -DISto DEC -12 -2006 11:48 912 897 6932 95% P.01 Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. L(0-- Chi (70 Owner's Name Gen. Contractor '1>c A r Date Requested i C)- 13-0 Date Needed ) 0 - I (o - 0 12. -. Subcontractor %VA L STD Q r-, Contact Number kip r e r, (1 Q Location Date of Inspection ioii v0 a- 3Sz- DI 13 Type of Inspection i T im+ Inspector /(4 ** * * * * * * * * * **** -COMM. JRNRL- * * * * * *** ** ** * DATE OCT-17-21 * * * ** TIME 10:19 ** ** MODE = MEMORY TRANSMISSION FILE NO. =788 STRRT= OCT -17 10:18 END= OCT -17 10:19 STN COMM. ONE - TOUCH/ STATION NRME /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 9.12443P3;507 Phone 912 - 443 -5063 L *-f 3 . '7') D( 0. O1h2 Location Address: I-4 V:l I qgg, ?l, Lot #- Release Date: ID- I'1 -O 4 enlr. pow ts- Type of Release: Temporary ✓ Permanent Subd Name: Electrician: . L. 51 QcL►, Electrician Phone Number: 36-2 -- DI (li Owner /Builder:{ p p, vt- LL C Phone Number: (II 4(o *i o -n10l2 �Jarne> re_lea -CJ r- -(- - Callow'n .1-13 V:IIa P1. (o -A V:11a3e PI . 2 -A V: L(agu 1PL io•B V :1lagea^PI. 2-B.. V :l(as,e_ Pi. 7 -A V :tlage I. 3 -A V :I(q `P!. _ 7- 1�;t(ase.�►.. -3.. V :llagv ?l. (' -A 1/.. a3c -P(. 4-A V. (.(a.39 -P1. — Il • � lcz�o� 1 I . •3 1(II a v�( . 5 -A V: Il age -1)I. 5 -B V; llast-P(. late: ►ate: . ;/ Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. 0 (0- v I O 0 Date Requested 09-20-0G Owner's Name Date Needed 09- c)(— 0 G Gen, Contractor Th z_ (. o rN • Subcontractor Contact Number e n c J Z' '�o. 11 0 Location LI A -- I') j • (I CX Q� q� U Date of Inspection !/C Time Inspector Type of Inspection 4 e rvy Inspection Report ,1 City of Tybee Island 403 Butler Avenue P.O. Box 7 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No 0(n- CSI 0 Q Owner's Name: Gen. Contractor: .) c Contact Number: SB .) 7 S> 5-7 (a - 4 4 5 Location: L4 A + V, 11 Q -PI. Date Requested: 0 "7- 0 to Date Needed: 0 D Subcontractor: Date of Inspection: -7110/06 Comments: Inspector: pced Type of Inspection: I' re 5'1) c+ --4 rca /I InS a`-- Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. %)e< d Date Requested: 7" " /� Owner's Name: Date Needed: Gen. Contractor: /jc' ' Z Subcontractor: Contact Number: Location: V /4 X i? PaK L -2 ` Date of Inspection: 34/' Comments: Inspector: _ —7/0 Type of Inspection: T ime of Inspection: lC; j - %- S -O to DATE ISSUED: 9I4=Z006 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 REINSPECTION FEE NEW RESIDENTIAL BLDG 4 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3389 P $7,704.00 REINSPECTION FEE - FIREWALL X 2 $305,000.00 PERMIT #: 060100 TOTAL BALANCE DUE: $ 60.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be __ --- -- - -- . " .. it. Permit holder agrees to hold the City, of Tybee Island harmless on any construction covered by this permit. �a:lad F: re wall 0 ) n in the front of building and protected from the weather. If this permit is not posted eplace curb paving and gutter broken during construction. This permit will be voided s begun within six months of the date of issuance. [zed Agent: 403 Butler Avenue, Tybee Island, Georgia 31328 l2) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org 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 o60/0.0 Date Requested: 7/3 /cis' Owner's Name: Date Needed: Gen. Contractor: Poc,CS a (0- Subcontractor: Contact Number: Location: y g Y R / //c 4' Date of Inspection: 7/03/06 Type of Inspection: F4) rC Comments: Ne) /1 C £.51f ,7-711),_14,L 1 7' CA/ Inspector: 7/D Time of Inspection: �� � c- lQ 1 (-°/ LQI■ ..r c-% • >r • Inspection Report (Th 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. (a - 0 1 00 Date Requested: (7) Lo - 3 O - O Cn Owner's Name: Date Needed: 0'1- D3- (o Gen, Contractor: Q c \;(13- l,.D AO-. Subcontractor: Contact Number: ck (1 10) `,j q(o - gy 4 9 Location: Date of Inspection: 7 Comments: Type of Inspection: I7 e1n5 P ( b� h 2 eG. P(? P S -_- s9e(2t' --Cr Q.. r4 . Inspector: Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 7 749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No. (--)(4 - 0 1 0 0 Date Requested: 0(4, - 27-0c. Owner's Name: Date Needed: v L 30-C (n Gen. Contractor L ker @ . ynS + Subcontractor: Contact Number: RD-, c 1--, C'l70i 59C0-8y4-9 Location: Li A t V . -r-- Date of Inspection: 4/246 FAQ p pe of Inspection: -- r k4. —Nn Aeo* Comments: � o J oc i 0.c Inspector: '% 7 P -- Pa 54 r ,de N C(,ps c•u Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 785 -9539 Permit No. 0-U/U0 Owner's Name: eocZ Gen. Contractor: 1 Contact Number: Fir3.- Location: q /14/3 l2 //o f Date Requested: Date Needed: Subcontractor: Date of Inspection: Comments: aa6 Type of Inspection: f t4 - p(£ l 1 lT� / f" % .t.. , ;1 ,a .v . e14')0/ 24,4 , kI ( ))14- IC , 7, v °� Inspector: L - 7/(:) t. Time of Inspection: . Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. 0(0- 0/ 00 Date Requested: P 15 it " 0 Owner's Name: J, Date Needed: Gen. Contractor: JC D£-kcy - ( ,iS'T • Subcontractor: Contact Number: Location: C- k C-7 °) (1_ ?c-/t-/9 A +3 Vii /a ,v 7)/. J/ Date of Inspection: 15-3o-a, Type of Inspection: G' l ,OG? Ie v' Comments: 4 \ 1) Inspector: 0 Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No (- , / /CUC Date Requested: Owner's Name: Date Needed: 1/9 7if G .6 den. Contractor : / 4'z r2 /3! l/ Subcontractor: Contact Number: Location: " /942 L, //A -4 Date of Inspection: Y%7& Type of Inspection: Comments: J A Inspector: Fu P a2 /10 / /coff Time of Inspection: .)," Inspection Report City of Tybee Island 403 Butler Avenue R.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. / Date Requested: Owner's Name: Date Needed: Gen, Contractor: / c ( 1, f Subcontractor: Contact Number: Location: y /4 /�� //.9 6; Date of Inspection: 9/22.;0 C Type of Inspection: g' /.<J 2 Comments: Inspector: f/ v 3() e Time of Inspection: )(;06, 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- 0\ 0 0 Date Requested: 0 L4- 0 S- 0 Owner's Name: Date Needed: C L.4 - - (' (, Gen. Contractor: On r s 4-r'- 0.--1 Subcontractor: Contact Number: e‘'l' c,'- M o r r. S o v) 1031- 3 3' Location: LI A V.1) 1) a �R- Date of Inspection: "/ e- 6 � Type of Inspection: Comments: I Inspector:O0 Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.U. Box 2749 Tybee Island, GA 31328 Phone: 706 -4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No. D(o- 0 Oo Owner's Name: Gen. Contractor: Date Requested: 0 4- 04- 0 (o Date Needed: O H - 0 S — 0 ti ci LroJn 7r- Subco ntracto r: 11 i ., .` a Contact Number: 4-c h ('1'l o) S7(0- Location: LI A+ B V t) o C, 4ti�+9 Date of Inspection: Comments: U Type of Inspection: (A ✓) cLerS I a 6 fc ) k Inspector: 7 `l P Time of Inspection: Building Projects Selection 1 V <Any> Project Number 030140 .......... ... .. ._N - „_ AMERICAN LEGION POST 154 -- . -.. - -_ 3/06 /2003 '0'.-- .------- ,- _.,,,.10 VETERANS DRIVE 040447 N AMERICAN LEGION POST 154 4/27/2005 '0' 10 VETERANS DRIVE 010150 N CAGLE BILL &JOAN 020140 N COASTAL LIVING 060102 N ROCKER CONSTRUCTION 060103 N ROCKER CONSTRUCTION 060099 N ROCKER CONSTRUCTION 060100 N ROCKER CONSTRUCTION 060153 N ROCKER CONSTRUCTION 060154 N ROCKER CONSTRUCTION 060155 N ROCKER CONSTRUCTION 060156 N ROCKER CONSTRUCTION 11/24/2001 10' 24 VETERANS DRIVE 10/02/2002 'C' 26 VETERANS DRIVE 2/24/2007 10' 1 VILLAGE PL 2/24/2007 10' 2 VILLAGE PL 2/24/2007 '0' 3 VILLAGE PL 2/24/2007 '0' 4 VILLAGE PL 3/16/2007 '0' 5 VILLAGE PL 3/16/2007 10' 6 VILLAGE PL 3/16/2007 10' 7 VILLAGE PL 3/16/2007 10' B 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 CIPHES DESIGN Co architecture and planning r;) ECIROVIE 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 LUtm rtnc NIC.710 I MMNVG IJ111Gli 1 Vn i FIRE RESISTANCE RATINGS - ANSUUL 263 (BXUV) Design No. U434 Bearing Wall Rating —1 HR. HO ' IZ +, TAL SECTION VE TICAL SEC ON 1. Floor Ceiling R . — - Channel - shaped, 3-1/2 in. wide with min 1 -1/4 in. legs, ..ricated from min No. 20 i. (0.0329 in. min bare metal thickn.. <) steel or No. 20 MSG (0.1 in. thick) galvanized steel. Attached to • . r and ceiling with steel r spaced not greater than 24 . O.C. 2. Steel Studs — -: orrosion protected steel studs, min No. 20 0.0329 in., mm bare metal thi 20 GSG (0.036 ' thick) galvanized steel or No. 20 cold formed, p ' ed steel. Studs shall be des' the current edi . . of the Specification for the Steel Structural .` embers by the American Iron an design details : . g the structural integrity of including the a . design load of the studs, shall be steel stud day . and /or producer and shall meet all applicable '. w code agencies. The max stud spa exceed 24 in. f .C. Studs attached to floor and cei in. long Type 12 steel screws on both sides of stu 3, Lateral Supp . Members — - (Not shown) - Where eral support • studs, support inay be provided by m straps, cha , or other similar means as specified in particular stee..tud wall system. 4. Gypsum Board* — - Any 5/8 in. thick gypsum w ULI Classification Marking as to Fire Resistance. Applied with joints fastened to studs with 1 in. long Type spaced 12 in. O.C. 3-1/2 in. wide, ) steel or min No. (0.033 in. thick) accordance with of Cold - Formed feel Institute. All wall assembly, specified by the requirements of shall not ers with 1/2 for lat- of steel design of a . I... . . _. • the FIRE RESISTANCE RATINGS - ANSUUL 263 (BXUV) ypsum Board (CKNX) Category for names of Classified Companion' 5. Me Lath — - Paper backed small diamond mesh, expanded steel, min Ib /sq yd, 27 by 96 in. sheets. Attached to studs and floor and -. ceiling -' with steel screws (Item 6). May also be attached to eral sup . • rt members wherever practical. 6. Fasteners - For use with metal lath (Item 5) No. 8-18 by long_ Phillips flat d steel screws. The screw head diameter is i 1/2 in. Spaced 6 O.C. 7. Portland Cem Plaster — - 7/8 in. thick. Applied ' • o coats: Scratch coat . 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 I u lime to 6 cu ft of sand. 8. Batts and Blankets* - (Optional) - Placed " stud cavities. Any glass fiber or mineral w• . bate material be •, g the UL Classification Marking as to Fire Resis r •. Max thi. 3-1/2 in. See Batts and Blankets (B ategory .r names of Classified Compa- nies. 8A. Fiber, Sprayed* — As an alt. 1, o Batts and Blankets (Item 8) — Spray applied cellulose insulatio aerial. The fiber is applied with water to completely fill the en . vity in accordance with the application instructions supp ' with > product. Nominal dry den• sity of 3.0 lb/f 3. U S GREENFIBER ' L C — Cocoon = - . ilized cellulose insuia- 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 applica- tion instructi.. plied with the product. Applied • completely fill the enclosed vity. Minimum dry density of 4.3 po • per cubic ft NU- • • L CO INC —Cellulose Insulation' 9. Joint Ta . and Compound — - Vinyl or casein, dry or . 'xed joint co, . • • applied in two coats to joints and screw Beads. ' . + orated pa. _ ' pe 2 in wide embedded in fist layer of compound ov to .. of gypsum wallboard. _• .. the UL N:: Design No. U435 Assembly Rating — 3 Hr or 4 Hr (See Item 4) Nonbearing Wall - $....,.41.:1 h44Sti5''4'•ih4Yii'i.'nSN i _j -' sommi im1rr; P P . . -A .._ D �• .i•s FLOOR 1. Studs — Channel-shaped, 1 -5 /S in. wide by 1 -1/4 in. deep, with 5/16 in. folded back return flange legs. Fabricated from No. 25 MEG 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 M5G galvanized steel. Attached to floor and ceiling with fasteners spaced 24 in. OC max. 3. Batts and Blankets* — (optional) — Mineral wool insulation, partially or completely filling stud cavity ROCK WOOL MANUFACTURING CO —Delta Board. THERMAFIBER INC —Type SAFB. 3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry den- sity of 3.0 lb /ft3. U S GREENFIBER L L C — Cocoon stabilized cellulose insula- tion. 3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material The fiber is 6 m le y id 2005 FIRE ESISTANCE DIRECTORY FIRE RESISTANCE RATINGS - ANSWL 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 bottuul 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/Tin. from the joints. Fourth layer also secured to the sec- ond and third layers with 1- 1 /2in. long, Type G, self - tapping steel screws located midway between studs and 1 in from the horizontal joint. Joints in each layer of wallboard to be staggered from the joints in the adjacent layer and on opposite sides of studs. For 3 hr rating — Three layers of wallboard to be used. Inner layers to be applied vertically with joints centered over studs. Outer layer may be applied vertically or horizontally. First layer fastened to each stud with 1 in. long, Type S, self- tapping steel screws. Second layer fastened to each stud through the first layer with 1 -5/8 in. long, Type S, self- tapping steel screws. Third layer fastened to each stud through the first and second layers with 2- 1 /4in. long, Type S, self- tapping steel screws. First and second layer screws shall be locate 4 and 3 in. from top and bottom of wall, respectively, with a maximum spacing of 48 in. OC vertically. The third layer screws shall be located 2 in. from top and bottom of wall with a maximum spacing of 12 in. OC vertically. Each third layer horizontal board end shall be centered over and secured to the stud with Type S, self- tapping steel screws spaced 1/2 in from end joint and 12 in OC vertically. Third layer, also secured to the first and the second layers with 1-1/2 in. long, Type G, Self- tapping steel screws located midway between studs and 1 in. from the horizontal joint. Board end joints shall be staggered. Vertical board joints to be staggered from the joints in the adjacent layer and on opposite sides of studs. AMERICAN GYPSUM CO —Types AG-C. CANADIAN GYPSUM COMPANY —Types C, IP -X2 IPC -AR. BPB AMERICA INC —Type FRPC, ProRoc Type C. BPB CANADA INC — I. Roc Type C. G -P GYPSUM CORP, SUB OF GEORGIA- PACIFIC CORP —Type 5. LAFARGE NORTH AMERICA INC —Type LGFC -C, LGFC- C/A. NATIONAL GYPSUM CO —Types FSK-C, FSW-G, FSW-C, FSMR -C. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS, INC —Type PG-C. STANDARD GYPSUM L L C —Type SG-C. TEMPLE -INLAND FOREST PRODUCTS CORP Type TG-C. UNITED STATES GYPSUM CO —Types C, IP -X2, IPC -AR. USG MEXICO S A DE C V —Types C, IP -X2, IPC -AR For 3 hr rating — Two layers of 3/4 in. thick, 4 ft wide applied to each side of the steel studs. Inner layers to be applied vertically with joints centered over studs and staggered on opposite sides of studs. Outer layers to be applied horizontally with vertical butt joints staggered from inner layer joints or vertically with joints centered over studs and staggered on opposite sides of studs. Inner layer secured with 1-1/4 in. long Type S self-drilling, self - tapping steel screws spaced 24 in. OC along the perimeter and in the field. Outer layer, when secured horizontally, secured with 2 -1/4 in. long Type S self - drilling, self- tapping steel screws spaced 24 in. OC along the perimeter and in the field along the horizontal joints of the outer layer, 1 -1/2 in. long Type G self - drilling, self - tapping steel screws to be applied midway between the studs (24 in. OC) and 1 in. from the longitudinal joint. Outer layer, when secured vertically, secured with 2-1/4 in. long Type S self - drilling, self- tapping steel screws spaced 24 in. OC along the perimeter and in the field. CANADIAN GYPSUM COMPANY Type IP -X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. UNITED STATES GYPSUM CO —Type IP -X3, ULTRACODE, ARE RESISTANCE RATINGS - ANSWL 263 (BXUV) 849 ULTRACODE SHC or ULTRACODE WRC. USG MEXICO S A DE C V —Type LP-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 2. Bracing — Maxim ing may be used. Type 1— Cut from with two No. 8 by 1 stud. Type 2— Cut from wide. Fastened to the s end. 3. Floor And Ceiling Runn wide by 1 -1/4 in. deep, fa Attached to floor and ceilin 4. Steel Truss Members — Fa designed in accordance with lion, and Erection of Structur 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 tapping steel screws board, 12 in. OC for board. CANADIAN ULTRACO UNITED S ULTRAC USG ULTRA For 3 Hr Ra with square or joints cen horizontally. tapping s layer with 1 fastened to Type S, and secon screws 1 each be stagg side of s is ttt -� I 0 0 0 CEILING 0 0 0 \V 0 ALTERNATE CEILING DETAIL U t'17i 0 0 ,t„ 0 0 „ �I Ai t1f�0i�ii Ic! '1!`I 0 M. 1 - shaped, 1 -5/8 in. wide by flange legs. Fabricated fro in. less than assembly h spacing 60 in. OC. E Mel runners, 5-1/4 in. sell-drilling, gypsum wall ds with three 'cated with •cal: 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 • • r I • �II tai I. Hr sq is cen ontally. th 21/4 also secured steel screws 1 int of each board to be sta on opposite side o be spaced 24 in. OC e outer layer and 3/8 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. ted midway between each rd and spaced 24 in. OC. -red 24 in. from the joints bids. The Type S, r the inner layers of wall- from the edge of the . u • I ri I I • I t YPSUM COMPANY — t' - IP -X3, ULTRACODE, E SHC or ULTRACODE TES GYPSUM CO —Type t' -X3, ULTRACODE, E SHC or ULTRACODE O S A DE C V —Type IP -X3, TRACODE, DE SHC or ULTRACODE WR — Three layers of 1/2 in. thick, 4 wide wallboard pered edges. Inner layers to be ap 'lied vertically with over studs. Outer layer may be app • . vertically or layer fastened to studs with 1 in. I g, Type S, self - ws. Second layer fastened to studs I, nigh the first /8 in. long, Type S, self - tapping steel ws. Third layer ds through first and second layers with 1/4 in. long, tapping steel screws. Third layer also to the first layers with 1 -1/2 in. long, Type G, self -tapp ; steel ted midway between each stud along the ho .'ntal. joint of and spaced 24 in. OC. Joints in each layer of w. I. I to 24 in. from the joints in the layer below and on spposite ds. The Type S, self- tapping steel screws to be spac • 24 in. I. 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 orpt$•, RECEIVED ,, A special inspection is required for the use of the "Quick Tie System" by Quick Tie Products, Inc. per the International Building Code 2000 Edition (IBC), Chapter 17 Section 1704 Special Inspection. The Special Inspection is required for use of Q1000 Quick Set Epoxy. A registered engineer or architect shall inspect the construction. Such inspection shall be of a nature as to determine that the construction and quality of work are in accordance with the contract drawing, specifications and the manufacturer's installation instruction. In order to satisfy the City of Tybee, Ciphers Design Co. will perform the required Special Inspection and provide the appropriate forms required per the International Building Code (IBC). You will be required to call Ciphers Design Co. to schedule the inspection a minimum of two (2) days prior to inspection date. If you have any questions, please contact me at my office. /1rely, ova- Ili J. et M. Lewis Vice President for Ciphers Design Co JL/blp 060154 060155 060156 tJ Fli HIFEF LOrJ'=,TFI_ ITIOrd N N N N N N N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION E•96- EE2-2T6 2/24/2007 2/2412007 2124/2007 3/16/2007 3/1612007 311612007 3/16/2007 '0' '0' '0' '0' '0' 'O' '0' 1 +: ILL -6E FL B = 0rv' -•T 2 3 4 5 6 7 8 VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL VILLAGE PL A &B A &B A &B A &B A &B A &B A &B CONST CONST CONST CONST CONST CONST CONST Rwd eTS : T T 90 ZZ JeW CIPHERS 22 East Liberty Street DESIGN C4 Sovonnah, GA 31401 912- 233 -9968 phone 912- 233 -9543 fax FAX TRANSMITTAL To: Chuck Bargeron Company: City of Tybee Fax: 786 -5737 Phone: From: Janet Lewis CC: Date: 3 -22 -06 Pages: (incl. cover) 2 Re: The Village at Tybee Ciphers Project #: 0521 Remarks: Please call with any questions. FAX TRANSMITTAL -NEW T'd C.096- 9E2 -2T6 eTS =TT 90 22 JeW r•d CIPHERS ?2 Eost t►6 S °�annah `��Sfr�,t X122339949 A phone 31e07 Q /G/1lCp To Frorj, Re; X86 Si37 d Spr9'Gfp/'> Johet Lewis 3-1`06 Fternarks: Please call With c7 Thor* you ' 9vestions gig 17.2.9 641,5- 754, 598-5 ce PAX TRANSMITJAL,N FW et.ss eee_er s TRANS Company!: P/brte: CC: Pages; (i)cl. r) C/Pherg Project Fwd TAL City of Tybee 18 0521 Village at TYbe e dS4:Z0 so to "1@W 991:44 ^ The threaded stud IS Imitated in a predrilled hets which Postmen (Sited % Meta bit complying with ANSI 994.14, The hole ibdr18ed to a apec0 d s"s 9/16 inch diameter for 1/4 Inch diameter wire hop, and 7$U inch diameter for 316 inch diameter wire rope and e todmerd depth 4 Inches fro 114 inch cfiernelar wire rope and 6-314 inches far 3/8 Inch diameter vane rope and *waned using compra=act ok and n nylon bntsh. The loth cn gs4 eprshi' Is injected into me hate, starting mew Seem end gradually atoned upward un0l the hole is approximaiviyon0-haHTUg. The dreaded stud is lassoed, while owning, unfit epoxy (boson of the top of the hole, idly enbetktrx, sae stud. Bond strength %reelected at elevated temperatures, gee manuteduse'a iiterahra. The hardening and coming time at Mown temperatures for the epoxy w spaatwd by the manuwdurer {60' F slow set pet time is 45 mirwltas and cuing One is 36 hours). The Viet 5t od the epoxy retain i9 two yews minimum. Spacial Inspection Is required hnr indae:rvh Inn (111110. nes neaten 5.4 01 fib report. LEGACY REPORT PAGE 2OF11 Structural Quality, Grade 50, Mass 1 (F„ • 05 5 Si „Fr.50 keg shed born G90 zinc coating. The 3 inch x 3 We:b o5ae washer core** a 9/50 Inch x 1 414 Inch slanted hats csnWred an the dlegonel et the washer_ The washer is rrenulepturad from A,SW A 570 awash x'bh F, - 45 kit and F a ksi TFe asserri7iy is to be installed with a 14 inch diangWr through ins 3 'nob x 3 ranch portion of the tiers sCap xid 4/e 3 itch x inch washer. A slandan/, round washer a a split, 1118 inch thick 5oGrng washer and a nut an the tot complete the weeding. NOW we driven *rough ire smaller hies at the slrep info the weed abob, beams, vim= or raftmh; (0 o?hpl9te 1550 instauation. 4.3.5 Quick Hold Down Anchor, ORM C.onaists }tY Imparts, a 1;; garlj:2 (0.0894 irrh) hatted steel, bona shop � and at unmated, 3 inch x3 inch r. inch 10.599 howl) sterol rasher. The shoo is 3 Inches rude and 14 Males Fong to bend Me. A' 9913A /sSted Aire? 11, 20/54 16G Evaluation service, Inc. litudressiliselonsi Wm • Mel WadvieniAll Road, tones, COW= 90801. (642 8 es43 RedohW Office a 500Mont�t lk R=1, &trek Rinnin 8ni, Ado= 85213 w Om sha-satyi WWW irx -ea,OI agion•I Mx . 4051 Wee flenm Road. raoentyawtws.mncis ewe • Vest 193-xt05 Tiv S.dcwommittee on Eve:logien has reviewed the data eubr3hled flu compliance with to Standard/Bid/Ong Code The SBCCt Standen' for Nannette Resislant Residential CottsVucUcne SS10 1099, the 1998 Intonational One and The Famrty Dwelling Coax, end the Florida Building code 2004- Bued ng and submits to the Bldidahg Official or other ovihorhjl having juriedlctlon the fallowing report, The Suboommitfee on Evaluation, end ICGES and its stuff are not respohslbfa for arty errors or omissions to any documents, calculation, drawIr s, spec:libbations, tads or semremtea prepared and submitted by the design pro/ecotanal or preparer of record that are fished in the Sul star Vrtg'Data Section of bare report Paeans of thus repo/twe & prevrousty included In Evaluation Repor'ts:9913. REPORT NU.: 03134 . EXPIRES: See Ste currant EVALUATION REPORT iN111Di CATEGORY: HANGERS AND SUPPORTS SUBMITTED BY: QUICK TIE !'RCDl1f:TS, INC. 2991 POWERS AVENUE JACKSONVILLE. eEAC1i, FLORIDA 32207 90447329377 W W,aaidsbowod+foks.cwll 1. 1.1 1.1.1 1.12 PRODUCT TRADE NAME Quids Tien, System (07S); 1TrcX) 114' Quick The U134 13/8' Quids Tie 1.2 Quick Connectors: 1.2.4 HA-4 1,22 MS and LS 1.23 MTS anal WS Twist Straps 1.24 cgam Out iiold•owrs Anchor 1.2.b 054)=2 i,Fu(ci l idd•Clown Anchor 2 SCOPE OF EVALUATION Structural: 2.1 Wild Load Uplift 2.2 Wind Load Lateral 3: -USES Chick Tie and Quicit Connectors ate used io anchor wood stud wets and mid Mani numbers In the foundation. �'•• re-aNrr .;,• mu A. .1D'8 ',peYrmlfifd.WV..A-urm aAerNM.ti:'14oaf veri$'ratlr ct4xcxW rY +,nn0.,.•4,F•arnl.cn'i:�, rs•::.ixmeiw,l:w.n.fj,�: alike Ara."orrrmu.r.,dxerthriu *er■ Am & no runway krICCbwdab. &rree,rr,..rq+rs., rriryik4 mnrowAndsy ,.,r.uar.vmwu,r4rnwra Grp•a+,..+r si.r :roc .IM .iv n1rr1 4, DESCRIPTION 4.1 General The Quin Tar' System is a fabicatted root m*: wall aa./tioasl3 system carsisfing ol a wee rope with threaded studs swaged to eadh end. Inc threaded stxis are embedded kin harderod concrete by aim and using epoiw attest*, to anther In the foundation The opposite and of Ow wire rape wathtihe tlmeaded stud 1, federrded vent alty to the top of the stud w *nerm a o5081 p(aie and rad :ore used in anterior the :op plow. Word trusses, heartens end botban plates ere connected wit Quick Connaolorstoproededistritotionollead lwverope. Components oldie system are listed in Section 4,2 Mateialsand 4.3 Ouidi Commons. 4.2 Quick Tom Systems (am 'tltateriats 4.2,1 Quo Tier'QTp(jatldQT3(Xj: Admit Mr? r0Pe,2thd' 1/4 inch h dineter or 318' dfaMeier .Threaded Studi are s*eged onto each mid the wire rope, 1+inch x6- 1 /4inChtritin4r 14195 of threads ter the 114 inch wire rope and 314 inch x 9 Inch with ncheS w need to me 3/818105 wire rope- kntrvrdtiai nines are 0,030 Mal diameter, or smaller, with minimuln F„ . 068,000 psi. FX i dicat . the length in feat) QT(Xj 114” aliu ft wire rape, 1/4 •star carnglnr, 7)09, gt is stood s49ei wttl a growing a rengm of 7,doo pounds. trokalr8 wirers in the wire rope are geWnniaad vat a ratite Jnu of 0.10 ounces per square foot el uncoated wire 1Mace, QT31X se aircraft wire rope, 3/8 inch dranneter, 7x09 pivoted steel with a breelrhhg strength of 14400 pounds. Mai/Mal wteS in the wire rope are 11atvar4sod a11h a minimum of 0.10 oursws per square foot of uncoated vrre 315ace. 4.2.2 Washers ABW43 and Nabs: Steel idate 3 Mai x 3 inch x 1/4 Bah ADM A 36, et A 2+/284 or A 670, lir5'dnueb yield strength of 33 tar and fetid:man ultimate sir nem oI46 Irg. Nies inch Caress 2 Hex Nuts wlh trldr washers. 4.2.3 01000 Quick SO Epoxy: The epoxy to a dui rate feel, H820g brand, manideol1r1ni by U.S. Amber, goo. ICCrES Legacy Rep 0R•48918,,.� a two conpouem strut:Mai napery i 1i§rattlb omat ial isi i Thliepakylinketion 9e padoged in toe parft or rartidges which ere insetted told the foot 11M dispensed *trudge a disposable stoic mixing rtpzds. T e Injection g0 is a mixed product obtained by mixing a base resin YAM a ihandenner. The oomponerde are [nixed on 8 ore -wane ratio is a state mixer. The htrdener is mkt mdod red ald the base resin is provided in a Otte iv4 peck. An Mlei:jate NOW sat hartlanre may be used aryl Is packaged in tlx : foe pectc. Co7trip(*') 2064 .el / AC7- Vast -2TC 2'd Et7S6 -€£2-216 e,uluslioa.ea zt e3Jos9 del :TO 90 10 4e ti Rtud d90:20 90 TO mew 09131% The threaded stud is installed in a p-- edrilied holes which has been drilled with a tit oo nplyine with ANSI B94.14. The note is drilled to a specified gm 9/16e-tar dtweater for 114 inch diameter wire Mee and 7/0 teat (Minster for 318 inch diameter ;Hire rope and ertbedrnent depth 4 inches fro 1/4 inch diameter wire rope and 6-3/4 inches for 3/8 itch (teenier wire rope end cleaned using compressed air and a nylon brush. The injection gel epoxy is injetciep into eta hole, starting at the bottom and gradually moved upward until the hole is approximately one-half full. The tttre.aded stud is inserted, where turning, unit epoxy flows out of the top of Me hole, filth' eerbeddng the stud. Bone strength is reduced at elevated tererperatures, see manufacture's literature. The hardening and curhg time at different temperatures for the epoxy is specified by the manufacturer (60° F stow serf gel time is 45 minutes and curfig ems is 36 hours). The shelf life of the epoxy resin is two years minimum. Special inspection is required ;or.insittlling tee 01000, ewe section 5.4 of this report, 4.3 OWN; C:s:uiec'arn 4.3.1 Quest Connector HA4 Hurricane Anchor. 18 gauge (0.0466 inch) thick anchors used to fasten wood rafters eyed Wed ts;c'z'. ' ;sne:10 wend to p etnn. The enelsort are tub in resist upidt loads, and forces applied parallel to perpendicular to the top p'eles. The anchors are manufactured from ASTM A 663, Structural Quality, Grade 50, Gael 3 (F„ = 70 ksi, F., = 50 kee speacalions wtith a 690 zinc coati:fee 4.3.2 Coke Catnecber LS 8 MS Sense Straps: light Straps (1.3) are 20 gauge (0.0356 Inch) straps, Medium Straps (MS) are 16 gauge (0:1575 inch) shape, Tho straps ere manufactured in lengths varying from 9-5/8 inches to 48 -5/B inches. Each strap Is 1-1/4 inches wide with nee ±toles punched at intervals of 1-1/2 indies along its length. The nai holes are staggered across the w dth ozi tine :yap. At the mi+-&ength of e-aeh strip is tatcaiai a holeless area 3 inches long. The purpose of this space is to provide distance of 14412 inch between the joint in the weed being joined and the fest nail hole on either side of the joint. Tie it ihree netts on seen end of the strap are speced 3/4 inch apart and ere staggered across the width of Me strap. The straps are reariufactured kern ASTivl A 663, Structural Quality. Grade 50, Class 3 (F„ a 70 list, Fro 50 its,) speciticatlons with a G 90 zinc (.i1 .I n e. 431 Quick Connector MT& and HIS Series Twist Straps; The straps are manufactured In lengths varying from 12 incites r� 28 inohee. The steeps have sac offset shape to allow for twisting and `.tending. Each strap is 1.250 inches wide with a ciou ile row o. riai; hods punched at intervals of 1 inch staggered each side. The MTS12, MfT$16, MT'S 20 and MTS24 are 16 ;tours. The H rS20. t iTS2.1 and -rr2S?,t3 are 14 gauge. The straps are manufactured from ASTM A 6-11, SS, Grade 33, (F„ e 45 kki. F, . 33'isi) specie: with a G 90 zinc coating. 4.3.4 0ztic Hold Dower Anchor, OHM: Consists of two prams, a 14 gauge (0.075 inch) galvanized steel, bent strap and err uncoesed, 3 inch .x 3 inch x gauge (0.239 inch) sleet washer. The strap is 3 inches wide and 14 inches long to bend line. At one end, the last three invites at the strap is bent 90° to the remainder o1 the strap. In the center of the 3 inch x 3 inch portion of trie step is punched a 9 /16 inch diatnel ar hole. The Fang part of the 0HDi contelns nine pair (elgttteen total) of pinched lost,, 0.186 inters at diameter, and spaced 3/4 inch apart for nait•ng. Each pair of nail holes is offset 3/8 inch from the nail hoteer above aantf or below. The first four inches of the bens strap, above the 3 Inch x 3 Inch portion, do not contain nail sole . Ttio gnivaniaad bent strap is ee ricared front ASTM A e63. E'd /Ana- zee -Zoe E'd EfrS6- 662 -a16 pat* 20F17 • • Structural 0uatitt,. Grads 50, Class 1 (F„ = 65 KSi,; F., ...0 KAi) steel from 690 zinc coating. The 3 inch x 3 Intel Meat washer contains a 9,16 irk x 1 -114 inch slotted hole centwed can the diagonal of !rte wa9iler. The washer is rnanutectt,red front ASTM A 570 steel with F„ . 45 ksi and F, ksi. The assembly is to be instated with a ie host diameter bolt through the 3 inch x 3 inch portion of the bent strap and the 2. inch r 3 inch washer. A standard, round washer or a split, 1(8 inch thief( locking washer and a nut on Me bolt comp)pee !hi enotioetng. Nails are driven through the smaller holes of the strap into the weed elud:, beams, truss= cr rafters to cc+itilete 1l'a installation. 4.3.5 Quick Hold Down Anchor, QHD2: Consists of two pans, a 12 rage (0.0934 inch) galvanized &teal, bents rap and en uncoated, 3 inch x 3 Inch x le inch (0.500 itrch) steel washer. The strap is 3 inches wide and 14 inches tong to bend line. At one end, the Iasi three inches of the strap is tern 80` lo the remainder of the strap. to the center ol the 3 loteh x 3 inch portion of the strap is punched a 5/8 inch flame* hole. The long part of he OHD2 contains 15 pay (30 totaD ;of punched moles, 0.586 inches in diameter, and exacted 3/4 inch apart for r,alirig. Ertl pae of nail Mies is offers; 3/8 inch from the rail holes above and/or below. Theirs! tour inches of the begat strap, a above the 3 inch x 3 inch portion, do nct contain n e rotes. The galvanized bent strap is iabricate0 from AS114 A 456, Structural Quality, Grade 60, Claae 1 (F„ = 65 KT, Fy =• 50 eel) steel from G9D zinc coating. The 3 inch x 3 inch steel wasi rer contains a 9/16 inch x 1-114 Ind h slotted hole centered on the diagonal of the washer. 'ihre washer is (manufactured from ASllvt A 36 steel with F„ = 5e ksi end F, r^_ 36 esi. The e.sseirtity le be instelee with a 5/8 Inch olameter Doi, through the 3 inch x 3 inch portion of the bent strap and the 3 inch x 3 inch washer. e, standard. round washer or a split 1/8 trial thick locking washer and a nut on the beet eonptete the anchoring. Nees are drive Jere gh the smaller holes of the strap into the woof studs, beer1is, 't us..Cis or rafters to complete the testalaiion. 4.4 Design !cods Oesign load tables are shown Dektwr With atkwtable htad of the connectors, fastener sonedule, dimensions of connectors, and di e+kieree of con nettois. 5, INSTALLAflOIl 5.1 Genera! (trick Tie and Quit,* Correctors are inslaGod in acne cares with the manufacturer's published installation instnxtidrts and this report The system erael'rra installed by atritreeireS. trained and licensed by Quick Bracket, inc. The merwied3wer's published instMeGOn iasliuc7ions and this rd pport 9tka I be strictly ea /leered to Coda copy of thee&- instruouens shall be avaiabie at alt times on the job site during instettetion. The inatnudiats within this report govern if thin are pny contacts befereen this manufacturer's instructions and Ibis rafp0rt. 52 Feundetions Clecis Tie Ano ho Bees are e:nb rtded into creeree for:nJa;iore that are minimum 8 inches thick with a miran'utm compressive strength of 2,5Cl0 psi, The bolts shed have a metre ...el edge distance of 2 -1/4 inchee for 1/4 inch diameter wire rote and 3 -1/2 Inches tor %'5 ineee ddamexei• wins reine a o ehall be sn ,ed es aJiysmooJg•d a9..soas dTS:TO 90 TO JeW Rwd dS0 :20 90 TO -JeW Mar 01 06 02:06p Amy 912 - 233 -9543 p.4 E'd GO' B88 -316 aJiystooJg-a ?' las cIE8 :10 90 'CO JeW LEGACY REPORT imatommnoworsualonusullOWINNMINer TCC Evaluation Service, Inc. www.icc-es.org IEluaineseli lone) OI8co w 5860 Workman Me Roan, Wiener, Weenie 903J1 r (562)13:494443 Reetoh ! 0Rice it 900 recrtctek Roast. suite A. eimilietrjr,. A1nbams '5210 % IfC5j 5Fie toe RegionatOfflce ■ 4951 Weal ',besmear Road. Country dub Hite. IGnois 6•478 r (net 799 -8O5 • 9913A /ssusd Ap; i./ 1, 2004 sirs Soktocrrnr ativ on Evaluation has reviewed the data submitted for vengeance with the StsndardBuilding Codeil4 the SSCCf Standard Mt Hurricane Resisttutt Resfttenti`at Construction@ SS7D 10-99, the 1998 interteationai One and Two Family f•weIling Code, and the Fioeida Building Code 2001- Building and submits to the Building Official or other authority having lerisdikion the following report. The SUbiwrronitiee on Evaluation, end ICC-ES and its station) not responsible for arty eirora or omissions to any documents, calculations, drawings, specifications, teats or summaries prepared ,and submitted by the demos professional or prig of revert+ that are fisted in the Substantiating `f ata Section of thi) report. Portions of this repot were previously irreiuded ei; Evaluation Reports efteZ•s13. REPORT NO.: e91e.e. EXPiRES: See tile current EVALUATION REPORT INDEX CATEGORY; HANGE.RS AND SUPPORTS SUB ll 11 TE:D EY:. QUICK 'T iE PRODUCTS, i.dlC. 2951 POWERS AVENUE JACKSONVILLE. BEACH, FLORIDA 32207 904- T32.9377 wva a.siu3idaie0well+0t5,PUni 1. 1.1 1.1.1 1.1.2 P1SOD& CT TRADE NAME Quick ii€ System (OTS): 07(r 114` Quick Tie Crrapt) V8` Quick Tie 12 Quick Connectors: 121 HA: 1.22 MS and LS 123 MTS and hTS Twist Steeps 12.4 QhiD1 Quits Hold -Down Anchor 1.2.55 Q 1D2 Quick Field-Oovie Anchor 2. SCOPE OF EVALUATION Strucdtt .. 2.1 Wind Load (Uplift 2.2 Wind Lead Lateral S. knees Quck Tie anti Quick Connoctors are used to anchor wood stud walls and reef framin menibere 10 the foundation. 4: DESCRIPTION 4.1 General • The Quick Tie et System is a anri:atod rote and wall ar iatiire system consisting of a wire rope with threaded studs swaged to eah end. Tno threaded studs are seine:Med into earderi,ao concrete by drilling and using epoxy adhesive to anchor to the fotaGon. The opposite and of kris vure rope with 33ie threaded stud is extended vertically to the top of the stud +Nall where a eiteel Wale and nu are used to anchor the tern plate. iteVe d trusses, headers and bottom plates are connected with Quick Cui enactors to proirde dirt: ibueor, of load to the vertiieei ware rope. Components of the system are listed in Section 4.2 Materials and 4.3 Quiet Cannectare. 4.2 Check Tien' Systetm; KerS) - Materials e.2.1 Ctuickle tale QT(X) and QT3(X): idresalt wine twee either 1 /4 inch diameter or 3/8' diameter . Threaded Sluth are swaged Otitis eactt end ci lute wire rope, eve r 8-114 hick rrJith 4 inches of threads for me 1/4 inch wire rope and 314 inch x9 inch with 6 inches of thread for the 318 ince wire rope. Inditidtat wires are 0.030 inch diameter, or smaller, with minimum F. .268,000 psi. (X indicates the length in feet) 1..)-(.1X) '!l4 aircraft wire rope, 1/4- inch diameter, 7e19, galvanized steel with a breaking strength of 7,000 pounds. Individual wires In ate wire rope are galvanized Wei e minimum of 0.10 ounces per square fool of uncoated wire surface. 0T3(X) 318 aircraft wire rope, 3.18 inch diariietar, 7x19 galvanized steel with a breaking strength of 14,400 pounds. Individual wires in the wire rope are ftatvanired with a minim+ern of 0.10 ounces per square, foot of uncoated wire etitace, 42.2 Wasnars ABW43 and Nuts: Steel plate S in tt x 3 inch v 1/4 inch ASTM A 38, or A 2283/284 tx A 570, rni±tmi -n yield strength of 33 hsi arid min'aiium ultimate strength of 1: itsi. Nuts an?. 1/2 inch Grade 2 He Nuts with led( washers. 4.23 Q1000 Q'asck Set Epoxy: The epoxy ins rivtl'te label, HS200 brand, manutacturee, by U.S. Anchor, ;no. ICC• S Legacy Repcet FR -4392, a two ocrponent strutlurlt epoxy dspensed by a rnanuat tool. The epoxy injection get‘u packaged in Foil packs or carttidQes which are usenet into the toot and dispensed tt-rougn a disposable static mixing nozzle. The injection Re! is a mixed product obtained by mixing b base resin with a herdeaer. The contpOneres are mixed on r# one - no-one ratio in :italic mixer. The hsrr ewer :c color tended eft red and the base resin is provided in a wihtte foil peck. pert alternate slow set hardener may be used and is packaged in blue 101 flacks. ICC45',.)v ;,'rei ...r r: I tn'te Con.tv::.gb,s• +r+,:niajtwathedotHrprtr dheP nli'i.".r!.:.;um .Tci6e!evvI r.H,1:.: 4i:.: Y,. TJ' r.r4,1,&6r M' en4 V/K•rrti:'r. ,q'rhe np,rr ;x tt rrdnnmersolion Ar ra aae Mere 1• rro attrrautt' hr /CC ttahmi leuS &v.v.%ln,•...7/nerJnr wn/>!n•il. DA In onrilmrirr,,r m ,''.-in 'lax report. DrOth, any protai t:opyrglit w 200: S • d GOBZ--21313-aT6 Et-S6- CE2 -216 a.lrys,00Ja•ei e9soa9 Fwd Pape 1 of 17 dea : T O 90 TO •aeW d90:20 90 TO JeW PAGE 3 OF 17 9913A required to resist wind uplift load. The foundations shat! be designed to resist the design loads determined in accordance with Chapter 16 of the Code. 5.3 Wail Construction Word framed walls shell be constructed of top art: bottom plate of minimum Southern Pine, No. 2 Gade, minimum 2 inch nominal 1!^.ichne s with a specific gravity of G 0.5.5. Studs shall be a rnirrimurn Spr u.1e line Fir, Stud Grade, minimum 2 inch rid, thicknez with a 9IYecifiu gravity of G _ 036 spaced IS inones on center. Ali webs shall have double top Oates, 5A Special Inspection Special trnspection is required for use of 03000 Quick Set Epoxy, the construction shall be inspected by a registered enginee' or S ^d 9•d architect, t, preferably the ens responsible for the dosign, or by a competent representative responsibleto he registered engineer. Such ins on snail be of a nature as to determine that the construction and quality of work are in accordsr cs with the contract drawings and spad cations and the rreajwiacnuars installation instr ioticna. • trams to be verifier: by ms inspector it ciudex tole ccametsr, cleanliness of hole and anchor scud, adhesive type, arts? apptica#on, stud diameter, stud tintedri'te4 and aTher requirements specified in this report and the .reanuracturees instructions. L062- 288 -216 9.17S6-992-F16 aJT4s>fooJa•el 494o09 Rwd dSZ =I0 90 TO JeW dL0 :20 90 TO JeW 1 1 QUICK TIP, qr, SPAC G TABLE A.NI) D SJGN NOTE 5 rSLUr61EZ OF TRIM TO TOT! PLATE CONNECTORS 7RLtez UNLJF fl (1.n1 ` • iaC. LICK TIE STACC FrAt i gliCK TIE SPACING i'F.ET �`"� C,stliat TIE ALLCW.'ARLL?. OMEN LOAD will? 2 VP MINIMUM EDGE OIS EANCE a 2321 LW. QUICK IF. ALLOWABLE DO TGNLOADw/LL-laxm DLSI'AAICE alum, ro t- C.R 4'IERTt?AN6"' a 21360 LP& ire hepiesA4 zw ovum REGIIRREDE 2 1r4*. DEE MAkIMwup irrpaNYiTED lemee Lee. yam Ageism EDGE EDGE otstANCE OF a' 3R GREATER 1 1 3 PtTCVIDEFS. NOM __ OAN mum RAWLY AS LONG ASTREINAXACUMBPACINCt 1)lTYIA1RNAt1YT4lt7QiJIC]C vas DOHS NOTammo r ...t. r. rwarrarri AN A14Ii0L IIIMAXIMJM Ie L + Cs1 Naas — -1M Mi5i2 W. L CIg C2UILtic'n NCIrMN 12. OF PA LOAD AP_ARlNO tOflNER. 1 8®G OFCQRRPIYI ER EmYTtmAE EREWErOFP.A1E LAPS OVVI TI STHeR WALL) 2U9s CMS ORTiWPCPIRCKTEESATGACH &.OGP Ail *GAR WALL B6SMEN'LB. IF SHEAR WALL IS NOT WILMOT TO UFL.LFCLOADS, UE ONLY ONR QR TWO TIM HQtD DOWN ATEAO4MOOREACH sags. WALL 6EAMELtT.IF SHEAR WALL RZSUaJE TTOU LIFTLQA*USE QUICK TES As SPECIFIED INVaLgPLUSOEORTWOTIESATEACH > 9iOCP@ AC H9i16AR WAIL MCIN[Ni.AORt1R(031MtN ICNALMID OMR)MYiIEUBE0AT RE ARWALLENOSWlENC:WCSt71EBPAC:NO tk amen Tat DOWN R INBAENI$HAVE8FENMET. 3)UEONE *(TI AY EH Er?an FAu.OPININL3ROYER9'Q UNLESS TRUSS LOADS I DtCrtTS NARROWER SPADING its SMARM. 4) DOH RAMMED QUICK fl 8) AT CONCENTRATED UFLIFTLOADS OF 14001b.. MORI:ATM S) SPACE ALL Qt.= SS ASWICIFtDHTHCE TABLE PNIOIA=FOR N.J. OW SU RISOT TO UPLIFT LOAM. II) ALL pBINCTTIEB SHALL SD INSTALLEDADOOROWQ TO fl1 OPEC IPILhT10tt8UMFaBpF.B ttIfNDCCRTiFlECtiYALKEfK PROFESSIONAL HOMER OR*RCH CT. a9Ma ALL NM. HOLE8IN'HAS' AND Nair CONNEITMAB 8)88E IERDEROC NEC TION SCHEDULE FOR CONNECTIONS IEOUREG FOR NFJgEXf88L�ANFiCSFEJI !EiL rnt QUICK ICI N t Ia sir roipa 10 taco vi TRW TABLE REQUIRE A PAWN i►1' THICK GYPSUM WHET. t OMO Otis S taiSDI:OP W.N.I. /MEN 10 RR= W71 -vt' LONG NORLROARDNA5. SPACED 8'04.ATEOC.66AND 12'OA PC 'M1E ARM 7i) USS ONLY COOK DR SYSTEM MATERIALS ma IVCiCNISO hHO SWARM BYQLIOKtNaPRODUC7S,1NG�Wu ) 14 '1 t *W y ( F26 '.6o '• ' 7— L T i 7'-b° 7.'00 fib i a'_ •r'' 1 7-- 561 6S9" GQ6 e6 650 2 2 O& • ' --f' 1 1 ice' 6L3` 6,25 7T1 6�{Y .' '' 6J3 g.75 5 5 6 529 2 GTt 1 RTC 44 614 5.3" OR 1 "" 1"' it 1 °1 3i1' SAO Or 10= -TL— 44-6' 4,75 450 2 2 2 2 41' 425 2 • 'L LtJ ixtr 4.00 2 2 3urr 313 3 • • _. ... 3'-9' 3741 3 . .125 2 1.126 3 T IRV 3'4" ''1131 Si,00 3 2 '475 156 l 3 [• ' 25" XV -r5--'"M,.........�..�W..a .. 1 QUICK TIE • -i..P.cr��:I:r. _ QUICK TIE SPACING ..:. -. -__ ...rBL JarD.rEI_._ _._ ;_ _ . ..... .................. ...... r. air2anla 01.% s7 000PYrbaht2005Cul iT?CsProducts, inn o_ r- CT) ID co 1", a.) cu I0J cu CD CO CD a • u E L 0 0 0 CO a. 00) • • (1t ckj 0-' 0 co o o-4 L L IV RI E re•••••■•• 1.111.••■••• 3"x3"x1/4" STEEL PLATE-7 VT GRADE 2 HEX NUT-1 1/2" X 6 114" THREADED STUD SWAGED TO 1/4". AIRCRAFT WIRE ROPE , 1/4" 7x8 GALVANIZED AIRCRAFT WIRE ROPE \-. 1/2" X 6 1/4" THREADED STUD \SWAGED TO 1/4" AIRCRAFT WIRE ROPE 1 Oc-4" 01-63/4" ■°"' QTX (embedment type)x(tate or watt height) c,;-: ---MICIMMin C-4" has. UICK. TIE P ,oDucryqc, Trlit9V4WYMIACKSONTWAA C.CPOIlir W00% Ka..110.Fr TYPICAL QUICK 11E PART DETAIL 1.1.1■10.1ael CopyrIght 2003 quick Tie Product% Int, 1WaRSTWCE- QT-X 0 L fn 0 0 L 7) 6° CC ° Q- Cr) 00 N " 0 (10 (13 00 0 0 LL. 10 A E E ,wcwmet.......*.c................**wev.se,rmmam r. 314" GRADE 2 HEX InItiT 3er.5 112"314" Steel Rate 0'41" - 3/4 X 9" THREADED STUD fSWAGED TO 3/8" AIRCRAF T WIRE ROPE r 3/8" 74 GALVANIZED AIRCRAFT WIRE ROPE 1---3/4" X Er THREADED STUD 1 SWAGED TO 318" AIRCRAFT WIRE ROPE / awl 01-3X (embedment type)x(plate or wail height) HiLUCK TIE ODUCTS,INC. MZW WIMORSOIMMELONONIIMI321111•111/MIMMIMIC.00...IIMMITAINIMAW WIYMONLYCJUNWN.F.V.IM TYPICAL 3/8 r AIRCRAFT WIRE QUICK TIE PART DETAIL enpyright enlaic Tin Pftrititts, An. 0 1- jj 0) r" C)0 CV 2 ' ajci Cu Cr) tu L -C UI 0 0 L ce 32 42 cc 49 •-4 .-1 00 L 4 E E wialiSORUMENOW SAINOLIMININAMIIIMINGTOMMIINVOIMMAIIIIMMILIMINOM 2- (URT) LOCATION STAMP - ON BOTH RIDES liA44/ (man) 1411111111041111‘ 1161420 11112 Virtki Va. SS. resign , . . SU ... Ill 104 T. A 6 4_. 1 4 4 111111'", Iii ,, ER 410 VA i.; lir 114 .,7, .. ire CI 4 i. ;;; 1,11 3.7_1 i' .,',11,:t111. /Si EN. V. a In ill ,i..15 1; ..../rb:.. WS i 1411 • 114 ' t■ ..,: tll 1.;,1 le HAI K 15 is ID i 144 144 II VI —......1 MAIIMMICAPWIIIIIN11241 1 QUICK TIE PH.ODUCTS,INC 1011*57M1,WIWILIANA 12207 IMOITA1=1- K. CR DALY HA4 HURRICANE/SEISMIC CLIP 2003 Qoick Tia Proffwie, •■■•■■■■•■••■■■••■ • 2.1001gtfaiallted:0111WHIMUMIC LE AO 2.39Vd 1 ItsffamirAwamsa*rost,....., M&36 MS39 1.25•1115CAL MS30 NtS48 riga.- 1 1 _1 UICK TIE P ODUCTS,INC. mixilL,ia..insictotiv.a.xnA mot Klentrayrrlf rAwn4yreur,ct CIVIIITMLII IOW& ZCZallt RIPOPI......Ortauwka0MemlelanvenmoNalmpesernmn.m. L$ & MS STRAP MOM INFAII)IMM? WiNtt: AM flan) e$41.1E STEEL & riA1.20E, am-11,14cm ATA4A2P maw,. cam m 0 copyrtir MO RUM Pitd.las. blc. 90 stesonswe.ime.i.ordwv.i.a.am.„....timillig121..As).....= .1. +•'''' A ..1. n..t PAGE 9 CIF 17 99I3A JILIM9.1.4.1143.11.1.43.113 ilatilifeltal li!.,;gEWEt@v1 log - Militia sii§ si ligs 66, 'Tgigg0§6!Iti6V i!!!!!!IiiiiiillsE2911.111 -sEtillEgil .m. OOMMOCOOMCCEECDOCOO ' fit nagEeik 'A21003 11 11 1 ,1!:§ oammalw Oen; gl,! ..-§Egg -1 Sagigg illag 11. 1 fVeRi e§stg 4go 6 luil§iP II MU tj ii; HID Dill J--OCOMOOMMC---- IMO= liAgmilMOODA. MI Mg;04 1.111.1.11.11111114.11.1 LS & MS STRAP TABLE 77-d at'd L062-288-216 6.17SG-6E2-0'1G eJTILIsmooJa,21 e2Joas Rwu d*C:TO 90 TO d01:20 90 10 r......_,....._ 1 I I . .o.- ..,wein.adtc .—. atIlir surr_tukuL_ir . ____,TTroo490 —....._ 20.110, AP e Ma !411W *DOW 011111111, 1410 ..... )...SASMANEL. ... '516, crere 4 "AV — . 4:7$11 iiit, 4 it* .... tt f .... • 1116-79-V It I' —r-g; 44 L. ...,_,„:„.....„,.... 1,,,,..... _......, ■ 1 Poor 1 t I • ._....._,* ..•••••■•.. ....... r..... ••••••••-••• ............ ... . ■ . fol................... N, FilQ" LICK TIE moDucTstiNc. ..?....2...N......2.7 4 Mat sp=tegtuf , MTS & HTS TWIST STRAP 0 .olayrifitit 203 Quck to Prodads, /nt. ArrEt (th Cava) HT (14 GaLve) .10:12 — . _ .. LI.4oflL V• { cr) 609•111.."11.KRILWAINIPONIMM • N L O C N (7) I NI )11:5 ur) g .4 co CO co N a) L 14 0 0 41 E 0 CC CD 0 0 L CD 0 0 1. tv - 1 114' 111111M111141‘ peel MS TOUST 'WOW Iti 13,. finulte■ Maiot mu . .., . . z= ;‘,, nig pr felmalls "w/le Iga ''-'-i;•-i-:.. , t fill IDD -IL/ ril 111 $ Rat 1: ..C'e Ai , ih ''' • 1200 1262 S4 21*1 VI' ...X. w tor ..--41.4 UN n "A V V ral 1 II VW VP Wit 142 • nq , ' +- 1. d 3124 Val 19 0, V WM 02. owls, 1200 WV .12E litgi1* 1.14 OW SY its 1 424" t ut, ..........10 •g s I, :, 1014 Ime ii ts 0 41'n OW, aticak far t 1 W *45 "263 IL Imo ,s1 '11 _Aft_ 1 tvp peo J.E.., olo IMLIO 11 18 u toi a* SI 10! CM. Dr $1W DC to so Mai 1. 11 gam, sr g jr wog 41 14 %MR _E.....ur Ito sto Iti grf/A 0 cc lox** ar 1 Agf, 1 LICK 11E ODUCTS,INC I tronferl-mmrs fisardixmcwri MTS & HTS TWIST STRAP 1111•1.....1.1.111~1104111•MIMMOMNI...1.1.410.moel P1)116 ALF0(11101AILVAL WM/DM Xi My 12144ZetlitatarliNIMPICA1(1412/41Ve4"114A 117.61111.F47.4W ertWthir V.4228 tk CelliMMIVIII)411W20/11.0; MUM tVIIMINIES4:42.47/11 :411(MILL NC Hill. MIMS gLIZEtr ter170.4S11/17: 94,161116IWL Mi.IVACIO*Offtggi"le..a.KstIltAlA44 • 7101107.,..1.11. COCccritbfil 2003 &Mc Tin P11416413, ki MTS OW) Vt. 4 Gauge) OF LL Lea Mar 01 06 02:12p Am Mar 01 06 01:38p George R. Brookshire 912-233-9543 912-882-2907 p.15 p.14 128r 0 LL AO El 39Vc1 V£14716- Nowsle..........i.v.u..r.....warriblOwaft.e..■■••••••■•■•■••••=01eNt,MEWT1.111....141■•■•••.l10.11141,170. 1 QHDI Typical QHD1 Hold Down Installation CM Di NOLO DOWN CONNECTOR _ *de Or eitisniterie Wilily* AWVAIP8 WO Ur* PI* W II ii Wm Pa lot Ikea POI OM (WE1 , (1X1 — CIM aign 3 14' 3. 3' C Iw iab'm i'fir o :.-ie int" ra.woir I nu, sclArWasivi I vw 21.41;11 mo YOU* II unto, b Wham 4.013. sotkiazomix,bre..4, I.W pwww* yd.% moo intim ilfqxis.w es oxig rtnavb4C101tran 2) Mb cre ittt annul Pes tell/ Pa 4) WIlmai fito 114 ammo male 51noti)41cmon se VW, IIIIIINNWOMM.M.11.1110.0■••••■•. QUICK TIE P ODUCTS INC zisovairs Amsrs-Nmrvii.471..t.wro (34:7Ma TAZa ni2trav • ...011rosennecs.h11,010410MMIVOI.M3~1•1199.. ifeereSIFISIPMMIMINIRMIIMInt QHD1 HOLD DOWN CroPylism 20Da Clutok Th PriAtoa, trto_ ■■•17*.olilleil.=.111•CIWY 1217/38r 01Di 1 21. AO El, 3JD'J a_ rn E 912- 233 -9543 CC 912- 882 -2907 .e 0 0 L 41) 0 0 O ca L L • M ✓ X ..e.emorae. faueln.WletuaVot...x.ser.W.,InaiWICIA.4,10.011...11*. 7....M.I.,..117■Xenl...P•671■01•1•0114,41.0MAN,P14111"0•010,* luos' low jusrstteggelsO 01402 MATERIAL: 12GA., 331C91, 090 HOTS: ALL NAIL HOLES SHALL RE .1876 OW ROLES LUCK TIE ODUCTS,INC, PMeNitttgASir vnj 7C1r• • *111131)732itrk?AlVX-17$2-4e0S TrIPAKM1251014AM EL MORO I Y.00C1' i� ...".•*•-•••1.34%........1111.1.01■=ma.marscarersise. HOLD DOWN (E) Cop,rfght =DO Otikk T1.4 Praducta. frua. 01504MIVA MItit)tter* ifflWrArr 01102 (12 (au) LI $13 11.1V4 QHD2 QHD2 NOLO OCWN CONNECTOR IWO A 1 Dinonskets Potersts Atotabil 1A444 No. Pi W D H Oft Autretoe* DitH DtD 061 DM (XI Oki Cam. tkirr V T Ir 3. 14 a fir c. ler mai_ fir x 11' OD 400 i 4112) ) WO , NW1D1. L t i e r h o e h B o u t i m w o .43, O. 0 Moat Rekaks *tato? liwo 'to 19,4. rrear.repellsq, Oft wove in isconsearall2WvagnonvorlflOs MD& 1)Nai tad vaffroce, "MI 1401110A}P.1 re/01%141ga solo ttial iteconeta WON lbroi. Cowiss kr VIM LUCK TIE /4.7. PCPAITSAVIMXIMILP.Ph MX; ning.X911-2=4:11C 01-11m.ry Typicai QHD2 Hold Down Installation Welleor..01•MantumnotrrieNIntslarnetWemraviewa.romoarromen. OHM HOLD DOWN (y Cr....vital-it 2 *flu PrDchirAs, hi •PAMsdrawilIMOIMINILE". 1,i .4(.3 St. 3911d r-. 9913A PAGE le OF 17 GENERAL NOTES FOR TABLES . Ailoweele ioads shown are in pounds. 2. Unfree; noted othc w e mails ere common wire nails of he mint' w eigtt no in [fie 1sbt6ii. Matte shatl comply elm Federal Spacili :anon FF -N -1058 and sled+ have he faro/Arlo minimum berxling yield strengths, Fe,. d, ❑eu.t31 in, F,.-1fi0.000Psi /Od.0= 0.148 in, F -Bo oopsi i6d, i) = 0.11V in, F, = 54,000 pet Loaes dettignaee as (normal) or (100} may ba increaerei for duration of foam in limber construction in aixordenee whit- Taut€+ 2.3.2 of tee NOS tip trehe tabulated allOwetee tends of (433) and (168) for ?end and seismic. Load dt raF i adjuetn tint the Florida Building (lode shall be in accordance web section 1609.4.3. Except for duration of bad increases in timber construction Ito increase in loads over that efeAgnated as Priem a) in theta? dated tables shalll be permitted for load conx'ilnetfons in allowable 9tra hgtil di:edgn 1,ASD). " UpUfF' 'owls heve been increased 1.33 for wind toad and no further increases are permitted. 5. Movable loads noted in the Design Tables are for fasteners only. All framing members shall be desgned in accordance with the requirements of their eppr priats design specifications as referenced ir, the Cedes. e. Load capacities in the Design Tables are valid ter Southern Pine aith a Specific Gravity of Q = 0.55. n the connectors are used on Lasser grades or other types of wood than those specified in this rr pelt, load capacities siltrii be verified by tests or esireliadons by a registered engineer. 1 7. Seems or Readers supporting joists shall have the following minimum widths based on nal sizes attaching the cortr*ctors to file wood simmers* members. tdali Teld 16.1 Min. Widen of wood number 1.31 incites 1.48 incites 162 inch e S. Nails completely penetrating 2i foists or rafters shall be clinched downward. The connectors have not peen evaluated for simultaneous loading conditions. C. Si tires corversicr+..s: i in..0 25.4 mrre 1 ,ibf 4.5 N 11. A n5view of he dimensions shown in the Tables and f=igures is outside the scope of this Legacy Evaluation Report. E. SUBSTANTIATING DATA s. i Mar::eaciureret desc)p five lttera-+ure, specifications, mill order .eartificate , engineering drawinwt, and ration 'rr :re tions. • WRCA Wire Rope Corporation of America, Inc.. tenet with rniiI order eedil?cales. • Mitt order certificates for steel used to fabricate HA4, LS, 3. MS straps, US. Steel Group. • Specification, fabrication washers, Alpine Construction Hair ds ire. • U.S. Department of Labor, OSHA, Cerffltgie for Wire Rope Cr, roraiionofA- Aerial,lnc.,1iaindidiameternire 7x19, gafnized aircraft s kis,11 Test. Certific ee, Cbung -Wcn Rope Co. Ltd_ Feb. 14, 2002. 82 Test report on wind upfift reeisiance Quick Tie QTSS8 :ender ASTM D 1761 fist' scale wall tee. A. Norris 9seerie, Professional Engineer, Report No.98080933. August 22. 1898. x igned by A, Norris 8.3 Test report for HPA4 udder ASTM 0 1761, PSI Professional Services ledusitias. Inc., PSI Report No. 748. 50100 - 00415, October 20, 1998, signed by John M. '-gas ;fss. P.E. 6.4 Engineering catutations, prepared by A. Norris Breivik. Profession 1 Engineer, signed and sealed by A. Norris Sreivik, P.E. a Meek QTS, dam 1le089. HA4, darted 11/30/98. ir LS a MS Series of Straps, dared 11/80.198. i► Load tables for HA4, LS and MS, signed, sealed, and dated, A. Norrs G'r- stittlt, P.F. 1 -7.99. S T'd f.06E- EBB -''cT6 61'd Eb96 -EC -2T6 * Lead d rtes ter Ceti: et Tie, Signed, Sid. Ennui ds.:es1 by A. Norris 8reivik, P.E., 2/24!14. Welt Ti o DT - 1;4" Series. ii /1f _r4. • Quick Tre QT -3/8" Series, 6/18!33. • LS & MS Strap Table. 6/16rDS. • IiaifS $ HTS Twiet Stiap6,1 /18f04 • 01.01 Heid DORIS, 8/ 13103. 6.5 Test report. 0-1000 adhesive, sirunturt! ir_nsern testing under ASTM E 1512, 2000 psi oanprete. Cf1 Engineaute, Report No. 4x07, .,huts 28, 1994. signed and sealed by Chad Thompson, P.E. 6.6 Test repots xi Q -'l000 adhesive, structural tension and, she under ASTM E 488, 4000 psi condrefe, Chad Thompson and Aszotietes Consulting iErerineees. October 1988, slotted and sealed by Chad L tThorrrpsen, P.E. 6.7 Test report on load testing of 0)101 HWddowm Anchor under ASTR4 0 1761, Npirse CorentuOtiOn Nar rvele, Division of Atpete Engineered Prakicts,1nc.,jRep 11 No. 991115.1, Noeembe 15. 19'49, signed by A. t rL; t3reivik, P.E. 6.8 Test report on beating y'reid moment oil rails. PSI Pittsburgh Testing Laboratory Division, PSI rto. 225 - 70012 -001. Vrorcil 17, lee8, signs by R.4.!SaitOpfFr1, P.E. E.9 Eng nee ing i lculationsa fr,• Ql•t01, prepared by A. i'.lonts Breielk, P.E., signed and seated 6/26/2000. 6.10 Test rapier, on tensile /ea g of evire, Prodir t reekig, Inc., signed by R.K. Prophet and C.R. Caudal, P.E.: o 1i3 Diameter Wire tr:ir,d, Job r e. 02-4943-A. May 22, 2003. • : 'z." rant r Wee Searle, Sob like 03-4.82:A. 22.2003. a.axysMooJa•d a9JO+O Rwd c161:20 90 TO JeW d2*:TO 90 TO JeW PAGE ;7 OF v a9'i3P 6 11 Test rer.o t on load testing under AS TM t) i 761. fk iuct 'resting, Inc„ signed by A.K. Prophet and C.R. Caudet, 6.11.1 QY02, Hold Down, Job No. 01 -3541, November 13, Wi01. 6.11.2 4TS12 Twist Strap,. Job No. 04 -4654, January 2;i, 2004. eo 1,3 !tTe1 fTe iStrap,JobN .044+5,.3iuwy28, 2fti4. 6.11.4 tiTS16 Twist Strap, .lob No. 044655, January 29, 2004. 7. COOE REFERENCES Standen: Buildtrrg• Cooed -1999 Edition Section 103.7 Section iiox Section 1609 Chapter 17 Chapter 18 Section 1.914 Chapter 22 Chapter 23 Section 234)1.= S ;bolt 23062 ti cots 28127 Section 2308 Section add;? S`. C,Y...l St: t ;art Consiruc8one Section 101.4 -Section 101.6 .2 Section 104 Copier 3 . Srootio 302.1 Section 3032.3 Sect on :03.3.2 Seolirn 311`5.3 Section 305.7 Section 307 Section 307.1.5 �iian iea7l.6 Chapter 4 Alternate Materials and Methods Word Loads Load Combinations Sir!cksal Tests rind} tollpeattons Concrete Headed BollsadHeaded StudAnaroes in Concrete Stasi Wood Wei Construction - Design Other Fastenings Floor Frrsmin3 Vertical Framing Roof arx Coiling Ramiro? !nr Hutrica»e K,3yvt,'nr Resides ai SSTD 10-99 kitenaiiarai Ono �r d 1938 Edition Section 108 Sethi n 301 Section 4033 Onapter Chapter 6 able 6 2.as Ohaater 5 Florida Building C Steen 10-_7 Section 1606 Section 160.9 Chapter 17 Chapter 19 Section 1914 Bt'cl Mamas 5+riais and Methods Design Concepts - Exterior Waits Design Criteria >Bulidiiigs With Woo t -Barre d r�YtE: iJr Walls Fasteners and Corsisctors Sill Plate to Foundation MCttorage Walt to Foundation Anchorage - Mo:toltittic Slab-On-Gracie Foundations Conneodcr_n for F.xterk'r Watt Framing lidddouun Connectors Roof Systems Connections - Refier,loist Systems t`•anslectior"o - Tr...• Frarhino Systems Combined Concrete, Masonry or ICF ar<c Wood Exterior Waif Canon Two Family Owestlrig Cow . Alternate Materials and Systems Design C ittirie Footings Roots Walt Construction Fastener Sohettetits for Structuir•.t Members Roof -Ce+g Construction 2001- 8uit>'knq Alternate Materials and Methods Mixt Loads Load Combinations Structure} Tests and Inspections Gara-ete Headed Sous and Headed Stud Anchors in G iorete LOS2- eee -ZTs OZ'd Ct'GG- CC2 -2IG Crewel- 22 tF >3; Chapter 23 Wood :decfioti 2:3012 Wood Corstrrxiion - Llefinr! Section 2306.2 Other Fastenings Section 2307 Flier Framing Section 2308 vertical Framing 3 Soothe s 2309 Roof anti Caiiirsg Framing 8. COr+3Pvit3-FFE rocol133 Tha Stibcoiwr,:inne c. i (: iteu to.i:,r i t retiew ol the i',:tort eurimittert finds that, in their Opinion, the Quick Tie Anchors and Quick Connec:txs as doecot i in this deport conform, v.ith or e s suitable alternates to that spadrted in the S2endard t3urlding Cortta 61a $6 ;C! $tarxfar t GA'lhtrtricano Frasrt -tr,; Resru r car Construdiorre SSTD 10-99, the International One and Two Farnily Dwelling Code, and the R,cride Buitpin0 Cons 201;1 • Building or Supplements thereto. 9. LurAUONs 9.1 This Legacy Evaluation Report and the installation alstnr-'svxts, when re^u ed by fns code °Ncia+, shall be submitted at the lime of permit apt>'fcation. 9.2 The e.,r tam ;that he installed ty Cont ra1NJrs trained and licensed by Quick lie Products, tnc. 9.3 i'es n :'acts on the Wick Tire Fur K:hors and Q: ice. Connectors shall be determined in accordance with Chapter 15 to the Standard Buddino Codellt 9.4 Framing members (tout, masonry, concrete, steel, etc.) connected with the Qutcc Tie Ancinoni end Quin; Conneetas shall be designed in accordance with Me red lirerrsen1s of their eppopriale design S roOilk.atio as referenced in the Code. 9.5 Loads applied shed not ex eed those rover" marled by the manufacturer aS shown in Section 4.3. 9.6 When laara3 SSTT) It-W, the design loads listed at fir; standard shall not exceed those recommended by the ralut firer as show in SSootion 4.3. 9.7 Each package of Quick Tie Anchors conponents and Quack Connectors shaft c:snain then tna ntfsickini;'s inw4=clliAon ir>stntcticxts. 9.8 Guiak Tie Anchors ors end O+.tink Connectors that try opposed directly to weather or sutgect to salt corrosion in tcoastat areas, as de.termin a1 by the local bui!dinc,; official, shall be galvanized in aocordance Math 302.1.3 of SSTD 10.99. c:.9 Quick lie Anchors shaft nctbein :witedingrartr:+amasonry lintels or bond beams. Quick Ile Anchors may be installed E formed console Lintels or bond beans used as part of a masonry volt. The concrete lintels or bond beams shall have a minimum rompraseiv errenge:af2.800 psi .f toads for the anchors shall be as noted fn this report. l O. iDENT1FRCA31ON Each package of Quids 'Tie Anchors and Quids. Connectors Gv:etee, by this report shall he Labeled bvidt tke inortuiaoture s name and/or trademark, the SE CO Public Safety Testit-g and Evz=!ttatinn Seraioes art,: Seat or tridirt•L' {SBCCt PST& ES!), and the number of this report for field identification. 11. PERIOD OP ISSUANCE SEE THE CURRENT' EVALUATION REPORT tMDE?f FOR STATUS OF THIS LEGACY EVALUATION REPORT. For information on this moon t = dac): Michael P. OReardon, P.E.: 20569O -9$00 alprer i:toro.i0,- es.cgf.1 e..rt.sstoo..tg •m a9.Joa0 Rwd dSt.:10 SO TO Jell dCT =ZO 90 TO .eW ; -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: I- t -tg.C- ,l Fax: -7136. cry From: , . c=c312 ; At -v.se,..I Date: 3 -l5 —c> Pages: l'7 Re: Uc - _ti It Comments: MAR -15 -2006 16:58 CHATHAM COUNTY 96% P.01 CIPHERS"" architects and planners 22 East Liberty Street, Savannah, Georgia 31401 PH. 912- 233 -9968 FAX 912- 233 -9543 PATE: PPOJECT. PPOJECT #: SCALE: 3/1/2006 1:32:37 PM PPOVIt7E BLOCKING 13B1VvEEN PLOOP J015T (NOT SHOWN) 52 FII WALL 4 -HOL1 PA1W (LL #U490. NON -LOAF MAPING) TYPICAL WALL A55[;MBLY E;A. 51178 OF MIPEWALL A55BMBLY 2x4 WOOL 5TUI75 ©16" O.C. W/ 1/ 2" GYP 13P. ON INTEMOP 5IL2 W/ P -13 GATT INSLLAI1ON TYPICAL FLOOD A55E;MBLY 14" OPEN Wt13 J015T5 ©16" O.0 W/ 3/ 4" PECKING GLL P & 5CPE;WEP 12" CMU WAIL @ TENANT SI:PAPA11ON II WA�� 2 1 AII- A55� M,LY 5CALB;I " =I' -0" GYPSUM DRYWALL z 0 N Q N a a. N GA- 600 - "103 FIRE RESISTANCE DESIGN l'"4NUAL F RE RESISTANCE DESIGN MANUAL GYPSUM ASSOCIATION • N r GYPSUM SYSTEMS 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. Gypsum Board Ceiling Roof Aluminum Clips Aluminum Clips Roof Trusses Area Separation Wall (Party/Fire Wall) Gypsum Board Ceilings and Wails 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 2 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. 0(0 - (71 o O Date Requested: l` J 33 fl -J (o Owner's Name: Date Needed: 03 2 0- J co Gen, Contractor: C 1.1 n s i r u c r, Subcontractor: Contact Number: CA) �%1 Lo 31— 3 3 oc Location: 14 V: \ Q � -p i , A -' Date of Inspection: _ 3' D n -0(0 Type of Inspection: -CID Comments: T"'D 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 4 VILLAGE PL A & B ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 ROCKER CONSTRUCTION 301 CARRIAGE WAY EATONTON GA 00000 3389 P $7,644.00 $305,000.00 PERMIT #: 060100 TOTAL BALANCE DUE: $7,644.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 0(o-- 0 /00 14-A4 e Location-&T d I 1-61 `'T 2, 4th pf 100 NAME ADDRESS PIN # RECEIVED Owner ?ockert CoaST**M c-ioz Sot &o all Pee' t....).4 q EfitpiJ70,4 a — Architect or Engineer ept.44$ D Ida Co. t fl 0 .... T U6e.".- . St- SAu A44 tel4, (Ad 2.33.44'4 8 23 3 -qv./ 3 44. Building Contractor (Check all that apply) ❑ New Construction KDuplex Residential ❑ Footprint Changes ❑ Other Estimated cost of Construction: Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: N le Remarks: t ❑ Renovation ❑ Single Family ❑ Commercial ❑ Repairs ❑ Minor Addition ❑ Substantial Addition ❑ Multi - Family ❑ Demolition (Enter appropriate number) (4) Masonry (6) Other (please specify) (5) Steel & Masonry ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan: # Units 1 Lot Area "]o 41c # Off - street parking spaces Trees located eon site p Access: e # Bedrooms CA u N i # Bathrooms 04/2 Pea. ao, T Living space (total sq. ft.) 9/ Driveway 75° (ft.) With culvert? With Swale? Setbacks: Front 1V Rear 'So Sides (L) 10 (R) 10 # Stories Z. Height ?3- Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: \ On-site restroom facilities will be provided through o ,u t.. tot Se9 T On -site waste and debris containers be provided by Ck o r � A443,4414 •r 14 Construction debris will be disposed bto,.)f,tAMcu,., at (,,wob ( by means of'D 0,1 SreAt_ 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 - adequacy of drainage of this property so that surrounding property is in no way ad 4- ly affected. I accept responsibility for any corrective action that may be necessary to re . ' e impaired by this permitted construction. Date: d b.) t i , 2.0D c Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The inllnwinc, it to ha ,.,,,s,„i„toa k., r:'personnel: in r Tee- 0 SI aA eA Ae_ Nsp 1165. W/s . Z2 OD A--e._ 3 389. A/ LIauva: w AG'vV L OUR) JSLG NFIP Flood Zone Existing een reported to MPC? Water meter size Storm drainage ei(p, -ve;,/ cOtte-1 Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager Sferl i /,J1 Date Z -z7 -L2 23 -0 pl hens poi) fi FEES Permit PC1 d . Inspections 16 ,5. Water Tap C Sewer Stub )550 Aid to Cost. 3389, 04? TOTAL II ao It REQUIRED FOR Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5 -4, Code of Ordinances. Section 5-4 -9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: Project LD.: Attachments approved by: Date: ob SOOZ MYMISTf.O '11 Y ?01 9000 t ' .' r "mac 1 I AO )4?F3W 1S3LLY vrOto A0 ifddY 2002 /, WW 101 33041 10 1103 11 COLY A SINlflUV t1NMpZ ON1r1S1 33841 O31411ddV 6S 0:0 tun - M 400.53.61 S --� 1J[1tn E•'Vatlw 01 Al .1101 I y $ I 1 � X10"[1 ! I Im YJ moans was tnf1 �+» 0101001 1v/ MANN art► /t OT11 '3"n -a -3.Lou pIG � avdrec rak otl`t i,1 cv1 w40\9 -Inyfi +({1 ax►vt►d - ►r�1 ti \'. ro ¥ amt OviSS! "0111' 04 JO1.)A -i-au t - finkkO Tlifau "•-1 41 as - arravvgly pug �a� fl �nsrbu41u j' M/ll Ae 3fW3/1Y 2LiT1Y1 11.0 -ae• &WV at.tt 1051[11100.101 OYLA OUIY 01 ' d 'MUMS 61x1 It 111(/6 MO Al .0 AC 01,1 3711S 9702 'Of AYp1 3110 d0 3LY0 5902 bC 1011 :LIMAS 10 3LYO IVO 1[M L%139011 140.1 1011039 'OMlISI 330111 't 02091 '181 -14 1 L91-4 1 S1.41 JO 1Yld 140011001100311 4-. 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