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06-0155 Rocker Construction_1of2
DATE COMPLETED: - l 0645/07 C 3in TVs Certificate erh f fl i PENT #: PROPOSED USE OCCUPANCY T YPE: CONTACT NAME ONTACT STYE T ADDRESS ONTACT QTY OPER ST`4TE ZIP T Y ADDRESS C C PR P LDG,DUPLEX RpCR CONs1' 301 CA RUCTION S EgTp AGE WAY NT pN GA 00000 VILLAGE PL A CriCt.,46;'-'040,L.-, P O /lox 249 ,. 4 (91 03 Batter 3 2) 78�457 venue, T FAx Ybee IsI W ww cityoft beel2� �S S737 COP " 3132 8 g 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 #: 060155 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 7 VILLAGE PL B APPROVED BY: diat.de?sow106.0tirL./ P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY 30 -DAY TEMPORARY DATE COMPLETED: 06/11/07 This Certificate issued pursuant to the requirements of the Stan-daft Bring Code Certifying that at the time of issuance this structure was in cainpliange vith�e various ordinances of the Jurisdiction regulating b s m con ucti a ' i r use: PERMIT #: 0601 PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME .. °�� ROCKER ` ; R CTION CONTACT STREET ADDRESS 301 CARNAGE WAY CONTACT CITY STATE ZIP PROPERTY ADDRESS EATONTON GA 00000 7 VILLAGE PL A APPROVED BY: 30 -DAY TEMPORARY CERTIFICATE OF OCCUPANCY The swale /ditch on the west side needs to be completed the full length of the project. W/S will check the cleanout and water meter corrections. W/S will check irrigation and fountain metering and backflow. As- builts and the final plat need to be checked to assure easements for improvements installed to date serve their intended purpose. Although there is a bond in place for correcting the small amount of broken curb that can be corrected within a year, the GC was asked to consider repairing this curb when concrete is ordered for Captain's Watch. Plats to be recorded for the subdivision and all lots. P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org " - �% , i f " : - . . ; s " " " " I n s p e c t i o n R e p o r t C i t y o f T y b e e I s l a n d 4 0 3 B u t l e r A v e n u e P . O . B o x 2 7 4 9 l y b e e I s l a n d , ( - Z A 3 1 3 2 8 P h o n e : ( 9 1 ) ) / 8 6 - 4 S / 3 e x t e n s i o n 1 1 . 4 F a x : ( 9 1 2 ) 7 8 6 - 9 5 3 9 P e r m i t N o _ _ 0 6 - o / 5 7 5 - D a t e R e q u e s t e d O w n e r ' s N a m e D a t e N e e d e d S u b c o n t r a c t o r G e n . C o n t r a c t o r P - " - ( i i - r C o n t a c t N u m b e r L o c a t i o n 7 - A Y - - 1 5 1 / / 1 l e j e ( P i e c e _ ( A A P i e Y ) I n s p e c t o r D a t e o f I n s p e c t i o n 2 0 O 7 T y p e o f I n s p e c t i o n r f , 4 4 4 P a s s 0 0 e . ? - 8 . F a i l c / V e A l 1 4 l / e - 4 1 4 5 A v e " / 4 / 4 A I & 2 , - y t - e 4 a f cIpHES DESIGN Co Gary Sanders, AIA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 architecture and planning June 6, 2007 • City of Tybee Island Butler Avenue Tybee Island, GA 31328 RE: The Village at Tybee Permit numbers: Building # 1 060102 Building # 2 060103 Building # 3 060099 Building # 4 060100 Building # 5 060153 Building # 6 060154 Building # 7 060155 Building # 8 060156 Dear Sir or Madam: RECEIVED p 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 Servi e . Call with any questions. merely t Sande . Pres Design (A4i fRe i.srs pooks z l2 - O'l ���� F O R T I C E L i W a r r a n t y C o a s t a l E n v i r o n m e n t a l S e r v i c e s , W a r r a n t y I D : 9 3 6 8 , B a t c h C o n t r o l N u m b e r : 6 2 1 5 0 1 A p p l i c a t i o n D a t e : 0 6 / 2 6 / 2 0 0 6 A p p l i c a t o r : C l a y B r e w e r B u i l d e r : R o c k e r B u i l d i n g I n d u s t r i e s , L L C P r o p e r t y A d d r e s s : 7 A T y b e e V i l l a g e s C i t y : T y b e e I s l a n d S t a t e : G e o r g i a Z i p : 3 1 3 2 8 S q u a r e F o o t a g e 2 5 0 0 G a l l o n s U s e d : 2 . 5 E x t e r i o r W a l l s : Y e s I n t e r i o r s i d e o f e x t e r i o r w a l l s t r e a t e d f r o m f l o o r t o p l a t e : Y e s S p o t t r e a t m e n t o n l y o f i n t e r i o r s i d e o f e x t e r i o r w a l l s : N o C o m m e n t : I n t e r i o r W a l l s : N o T r e a t e d f r o m f l o o r t o p l a t e a l l w a l l s : N o S p o t t r e a t m e n t o n l y o n i n t e r i o r w a l l s : N o C o m m e n t : K i t c h e n / B a t h W e t A r e a s : C o m m e n t : Y e s a l l T r u s s e s : N o B o t t o m C o r d : N o W e b : N o U n d e r - s i d e o f S h e a t h i n g : N o C o m m e n t : B a s e m e n t : Y e s W a l l s : Y e s W a l l s F l o o r - t o - C e i l i n g : N o S p o t T r e a t m e n t : N o C o m m e n t : B a s e m e n t T r u s s e s : Y e s C o m p l e t e a p p l i c a t i o n : Y e s S p o t T r e a t m e n t : N o C o m m e n t : C r a w l S p a c e s : N o S t a t u s : D a t e o f P r i n t : A p p r o v e d 0 6 - 2 7 - 0 6 FoRTiCEi Warranty Coastal Environmental Services, Warranty ID: 9376, Batch Control Number: 621501 Application Date: 06/26/2006 Applicator: Clay Brewer Builder: Rocker Building Industries,LLC Property Address: 7B 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 CERTIFICATl 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. 7A 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 178 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N32 -00 -45 Long. W80 -50 -42 A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 6 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b , etc.) RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. 1005sq ft 550 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 B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 135164 -0001 C 06/17/1986 06/17/1986 A8 12 B10. Indicate the source of he Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑Yes ®No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized USGS E -56 Vertical Datum NGVD 1929 Conversion /Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)- 7.2 b) Top of the next higher floor 16.9 c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) N /A. e) Lowest elevation of machinery or equipment servicing the building 13.3 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 6.7 g) Highest adjacent (finished) grade (HAG) 7.0 Check the measurement used. ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name MICHAEL J. GARDNER License Number GA. # 2285 Title LAND SURVEYOR Company Name WARD EDWARDS Address 138 CANAL ST E,7, ITE City POOLER State GA ZIP Code 31322 Signature`'! Date 06/05/2007 Telephone 912 - 330 -0026 FFMA Fnrm R1 -31 FPhn rani 7noR Coo rovoroo cirin fir IMPORTANT: In these spaces, copy the ,rresponding information from Section A. Building Street Address (including Apt., Unit, Su,_ . and /or Bldg. No.) or P.O. Route and Box No. 7A VILLAGE PLACE For Insurance Company Use: City TYBEE ISLAND State GA ZIP Code 31328 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 060008 NOTE C2 E) HEAT PUMP Signature . / f Date 6 jGy 0 Check here if attachments SECTION E - BUI DI 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 El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 7A 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. --h.. �..._ 4 111 w w 11� FRONT RIGHT LEFT U.S. DEPARTMENT OF HOMELAND SECURIT' Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICAT. Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28. 2009 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. 7B VILLAGE PLACE City TYBEE ISLAND State GA ZIP Code 31328 For Insurance Company Use: Policy Number Company NAIC Number A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 178 TYBEE VILLAGE A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N32 -00 -46 Long. W80 -00 -46 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 449 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 81. NFIP Community Name & Community Number TYBEE ISLAND 135164 0001 -0002 B2. County Name CHATHAM B3. State GEORGIA B4. Map /Panel Number 135164 -0001 B5. Suffix C B6. FIRM Index Date 06/17/1986 B7. FIRM Panel Effective /Revised Date 06/17/1986 B8. Flood Zone(s) A8 B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 12 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ['Yes ®No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized USGS E -56 Vertical Datum NGVD 1929 Conversion /Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 7.1 b) Top of the next higher floor 16.9 c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) N /A. e) Lowest elevation of machinery or equipment servicing the building 12.8 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 6.7 g) Highest adjacent (finished) grade (HAG) 7.0 Check the measurement used. ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name MICHAEL J. GARDNER License Number GA. # 2285 Title LAND SURVEYOR Company Name WARD EDWARDS Address 138 CANAL ST,;. , SJJITE 304,.1 City POOLER State GA ZIP Code 31322 Signature Date 06/05/2007 Telephone 912 - 330 -0026 FEMA Form 81 -31. Fehniary 2flfl6 RAP ravarca cir1a fnr rnnfini iatinn Panlarac all nravir,ic arlitinnc IMPORTANT: In these spaces, copy the esponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 7B 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 NUMBE".sii %0008 NOTE C2. 1r.G'AT PU ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: . ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum ,Local Official's Name Title Community Name Telephone Signature Comments Date ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 7B 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 LEFT 06/04/2007 11:31 FAX 9123300(l'8 WARD EDWARDS INWAIEUC, IEDWAEDS ENGINEERING • PLANNING • SCIENCE • SURVEYING June 04, 2007 Mr. Walter Rocker III Rocker Development, LLC 1006 Hwy 80 East, Suite D Tybee Island, Ga. 31328 Mr. Rocker, -O l j 002 On May 23, 2007 we checked the new heights (after the Roof Heights were lowered) of the building units at TYBEE VILLAGE. We have determined that buildings 1A, 1B, 2A, 2B, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7A, 7B, 8A, and 8B (based on the average GROUND ELEVATION OF 7.1') are WITHIN COMPLIANCE of the Building Height Limit as required by the City Of Tybee. I will be available (by appointment) to meet on site with any person or persons that would need an explanation as to the method we used to determine the Building Heights. Michael J. Gardner, Ga. R.L.S. # 2285 Please call me should you have any questions. Regards: Jim Gardner 060102 I N ROCKER CONSTRUCTION 060103 i N ROCKER CONSTRUCTION 060099 N ROCKER CONSTRUCTION 060100 N II ROCKER CONSTRUCTION 060153 ! N 1 ROCKER CONSTRUCTION 060154 ! N ;ROCKER CONSTRUCTION 060155 N !ROCKER CONSTRUCTION 060156 1 N 1 ROCKER CONSTRUCTION 070124 I N ROCKER DEVELOPMENTS LLC 2/24/2007 x0' 2/24/2007 `0' 2/24/2007 "0" 2/24/2007 x0* 3/16/2007 "0' 3/16/2007 x0" 3/16/2007 '0" 3/16/2007 '0" 3/19/2009 "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 & 8 VILLAGE PL A & B VILLAGE PL- FOUNTAIN 05/24/2007 12:07 FAX 912330009 WARD EDWARDS May 24, 2007 Mr. Walter Rocker III Rocker Development, LLC 1006 Hwy 80 East, Suite D Tybee Island, Ga. 31328 Mr. Rocker, C WARD EDWARDS ENGINEERING • PLANNING • SCIENCE • SURVEYING RECEIVED • PY C j 002 On May 23, 2007 we checked the new heights (after the Roof Heights were lowered) of the building units at TYBEE VILLAGE. We have determined that buildings 1A, 1B, 2A, 2B, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7A, 7B, 8A, and 8B 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 N 060103 ; N 060089 ( N 060100 N 060153 I. N 1060154 I N 060155 N 060156 j N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION 2/24/2007 '0' 2/24/2007 'O' 2/24/2007 '0' 2/24/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 1 VILLAGE PL 2 VILLAGE PL 3 VILLAGE PL 4 VILLAGE PL 5 VILLAGE 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 Perml No _ Owner c Name Cen. Contractor Contact Number Location r r P -.11?1. '• • ,..t.:(•• • • • ••-'5. \:• e. • • Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 idX: (912) 786-9539 Lk&Y" or) . Date Requested Date Needed Subcontractor 3)4- (1 3) 57(0 — V: gee71,7". Date of Inspection 3/5- 1707 Time Inspector 10 D"-Lk Type of Inspection r e ss 03 /Li- 7 -3 Z-170--1 r e:(-‘s pP c4- 0 ,1 Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Istand, GA 31328 Phone: (911) 786-45/3 extension 114 FdX" (912) 786-9539 Permit No. Date Requested 03 01-31 Owner's Name _ Date Needed 03- a -01 Gen. Contractor k C3 r. Subcontractor Contact Number d-A-C k (110) 59(0- FLt.i+ 9 Location P1 A+ as 1 V:(10q,21).i, Date of Inspectwn 3.4 IG Time Inspector Type of Inspectioi 63-4-k 4 s P..r,Q1 Qec r-,cz t rY)-a k • o k)tas., Dec 12 06 11:35a MRRK BOSWELL 912- 887 -6932 p.1 BOSWEl.L DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31470 972 -897— 6932 LAH8O&c QCLLSOU'TH. NET December 12, 2006 '1o: Mr. Dee Anderson Zoning Administrator Tybec Island, Georgia 31328 From: Mark Boswell Re: Walt Rocker Project Miller Avenue Subdivision Corner of Miller Ave. and Hwy SO 'fybcc island, Georgia Dcc, RECEIVED I� -12 -o to As per your request, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project grading seems to be in substantial compliance with the approved drainage plan. Sincerely, %Y1 a4 / Mark Boswell Q t - 010Z 0lo- 0103 D4,_ 0099 OLD c) Oe_0 4 53 ne -ot5,4 Oto, X155 Ito -DISto DEC -12 -2006 11:48 912 697 6932 95% P.01 0 0 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 AD f 0 (5 Date Requested i 0-1 3-0(.o Owner's Name Date Needed ) 3 " { (o Gen. Contractor LL C 3^ ST. Subcontractor M ` — 1 Q ^- cgntact Number �1) T e ("N3 a 3 S2-- 1 1 3 Location 1 A Date of Inspection /obi 7/6‘ Time," Inspector Type of Inspection 4 e n" N .1) o ***4010,01010,0101c**** -COMM. JRNAL— :m0101010101:301010100110clotott DATE OCT-17-2 «**** TIME 10 : 19 :101001011.01( MODE = MEMORY TRANSMISSION FILE NO.=788 START-OCT-17 10:18 END=OCT —17 10:19 STN COMM. ONE—TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 4438877 001/001 00:00:20 —CITY OF TYBEE ISL. **Icloonfoloici<somt***40icooioicioK* —CITY OF TYBEE — ***** — 912 786 9539— ********* RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan M=9444507 Phone 9U-443-5063 Liq 3-1T/717 0(s, 0 1.02- Location Address: I -A V:(14g,e. ?I I. Lot #- Release Date: ID- 7-0 4, 4 LOA/. pokAt Type of Release: Temporary j /Permanent Subd Name: Electrician: /4. L. SI oak, Electrician Phone Number: 362 01 ( Owner/Builder:R1 o re_3- 110-1.09 mein+ L-L Phone Number: CI 0 (o ilto -901 ayyv2) reAcas..e.) (t- 4-1.12.) -Colic) (.4 1-13 V;Iticts,2, PI. 2 -A V:iia.ga, PL I V:I(as/._ Pi. 3:-_A V:itate.1131. /4A 1/4/163e..1>t. _ 1-1-LB VIlaPL 5-A \f:(1. 5-B V:ilast-PI. (.0 -A V:IW3e„, . (0-B 1/:tt et9e..) 7-A V:110.3e_ 1:11. 1/4/:tta5e.:Pi. g-A V.163(4, -P . S—P) V:16T2_, 'ate: late: 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 to - 0 I C S Date Requested: c)-3- { - 0 (o Owner's Name: oJc Gen. Contractor: Coe) 5 4) Date Needed: Subcontractor: Contact Number: LDJ 4- k (fl O 5 9 -? 4 4 a Location: A 43 1\1 a TL) 1) Date of Inspection: gi `k- Type of Inspection: r •5‘) Q�, O V1 Comments: T n ,cn'ctn r; F45j Time of Inspection: Inspection Report City of Tybee Island 403 Butter Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. DL 0 - 0 1 S S Date Requested: ()? - Q - owner's Name: Date Needed: g - O't - c(c) Gen. Contractor: L � � ( Subcontractor: Contact ill umber: C)) O) 9 Location: A '.� v: (k o s CJ P\. Date of Inspection: 3/S/a Type of Inspection: Comment r o.,3 e1° r o vv r• ' Inspector: Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No, D(, - O 1 sS Owner' Nam; Date Requested: 0(.0 - `-i• - O L Date Needed: D (o ` I S- 0 Gen. Contractor: 4 C s 4' • Subcontractor: Contact Number: A Location: ! A -}' (`11-10 5q (P- Date of Inspection: Q IS41 Type of Inspection: p44, n Comments: Inspector: J 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 D(6- 0 15 S Date Requested: (J `1 -13- D ,c, Owner's Name: Date Needed: 0 4 - IL/ - c) "Ro ,_kr Gen. Contractor: C,,-5-4- Subcontractor: Contact Number: ✓ c ( O) (o —W 449 Location: 1-7 A --t" 13 V,I/oe_?/ Date of Inspection: Comments: Inspector: 5 Type of Inspection: �in cLr- 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. fl(a -0 I SS Date Requested: D - 17- J Owner's Name: Date Needed: (.)`1- j (� �3L�r Gen. Contractor: r „s Subcontractor: Contact Number: C Location: X031- 33&b A4G \LOQS54---IL Date of Inspection: 9- 1� — cry Type of Inspection: Comments: T nspecto r: Time of Inspection: iTht Inspection Report City of Tybee Island 403 Butler Avenue P.G. Box 2 749 Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No. 1-2ln - °l 5 Date Requested: 0 3 - - to Owner's Name: Date Needed: Gen. Contractor: c ICkr subcontractor: Contact Number: Eck Location: 7 A+ B V. i 0 P1. Date of Inspection: ! "� C t�� Type of Inspection: -c-)3 J `i- Comments: r t; Inspector: I v 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 Date Requested: g /3/ 06 Owner's Name: Date Needed :1y /O Gen. Contractor: ge ,2 r Subcontractor: Contact Number: Location: 7 4 ?.� / ' lDate of Inspection: Type of Inspection: F Comments: 1 / ') / r4:'"G ( ,' 7 is LA ,,•l it Li rt Inspector �± _ r''o- �< Time of Inspection: /l CJ 01 Building Projects Selection Name --- r Individual 67 Entb Statut <Any> Naiad Typal <Any> 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 11/24/2001 'O' 24 VETERANS DRIVE 020140 N COASTAL LIVING 10/02/2002 'C' 26 VETERANS DRIVE 060102 N ROCKER CONSTRUCTION 2/24/2007 'O' 1 VILLAGE PL 060103 N ROCKER CONSTRUCTION 2/24/2007 '0' 2 VILLAGE PL 060099 N ROCKER CONSTRUCTION 2/24/2007 'O' 3 VILLAGE PL 060100 N ROCKER CONSTRUCTION 2/24/2007 '0' 4 VILLAGE PL 060153 N ROCKER CONSTRUCTION 3/16/2007 '0' 5 VILLAGE PL 060154 N ROCKER CONSTRUCTION 3/16/2007 '0' 6 VILLAGE PL 060155 N ROCKER CONSTRUCTION 3/16/2007 'O' 7 VILLAGE PL 060156 N ROCKER CONSTRUCTION 3/16/2007 '0' 8 VILLAGE PL CONST.....,,.._„_, CONST ACCBLDG ACCBLDG A & B CONST A & B CONST A & B CONST A & B CONST A & B CONST A & B CONST A & B CONST A & B CONST it CIDESIGN Co architecture and planning April 11, 2006 Mr. Chuck Bargeron Inspections Department City of Tybee Island, GA RE: Ciphers Project # 0521 The Village at Tybee — Firewall Assembly Mr. Bargeron: Gary Sanders, AIA 22 East Liberty Street Savannah, Georgia 31401 912.233.9968 Fax 912.233.9543 This letter is to inform you that the Firewall Assembly U435, 4 hour rated assembly will be replacing the previous submitted Assembly U490. I have enclosed a copy of the new UL U435 Assembly. If you have any questions, please do not hesitate to call. rely, Ja et M. Lewis, V.P. For Ciphers Design Co. JL/bp ZUUD mitt ncom t MnI,c tnnc.a, twin FIRE RESISTANCE RATINGS - ANNUL 263 (BXUV) Design No. U434 Bearing Wall Rating —1 HR. 00 0 0 14-24"0.C. y IIAX. 4► 0 24'O.C. MA HO IZ 0 • TAL SECTION • VE TICAL SEC ON 1. Floor Ceiling R min 1 -1/4 in. legs, bare metal • steel. Attached to greater than 24 'I 2. Steel Studs — min No. 20 �. 20 GSG (0.036 cold formed, the current Steel Structural design details including the steel stud d all applicable exceed in. in. 3. La tag Sup oral sup rpt straps, stee �7 FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) ypsum Board (CKNX) Category for names of Classified Campania. 5. Me . Lath — - Paper backed small diamond mesh, expanded steel, min Ib /sq yd, 27 by % in sheets. Attached to studs and floor and ceiling . with steel screws (Item 6). May also be attached to eral sup members wherever practical. 6. Fasteners - For use with metal lath (Item 5) No. 8-18 by long Phillips flat steel screws. The screw head diameter is mSp aced 6 ' O.C. 7. Portland Plaster — - 7/8 in. thick. Applied Scratch coat of 100 lb cement to 50 lb lim sand; brown coat of 100 lb cement to sand. 8. Batts and Blankets* glass fiber or mineral Marking as to Fire Resis See Batts and Blankets (B vies. 8A. Fbe4 Sprayed* — As an al Spray applied relbdosn. insula • water to completely fill the application instructions supp sity of 3.0 lb /ft3. USG tion. 8B. Fiber, Sprayed' Item 8A - Spray applied bon instruct. �. the enclosed NU- • rt r • (Optional) - Placed btitt material Max thi - Channel- shaped , ' 3-1/2 in. wide with ricated from min No. 20 I • : (0.0329 in. min ) steel or No. 20 MSG (0.1 in. thick) galvanized r and ceiling with steel r .:. spaced not O.C. orrosion protected steel studs, 0.0329 in., minbare metal thi thick) galvanized steel or No. 20 steel. Studs shall be of the Specification for the embers by the American Iron the structural integrity of load of the studs, shall be and /or producer and shall meet W code agencies. The max stud spp .C. Studs attached to floor and ceilini 1 1 • �, 1 • rte,; I. • 3-1/2 in wide, steel or main No. ( accordance � ) of Cold- Formed Institute: All wall assembly, iHie ts of shall not with 1/2 a • 12 steel screws on both sides of stucTs. Members — - (Not shown) - Where studs, support fray be provided by , or other similar means as specified tud wall system. 4. Gypsum Board* — - Any 5/8 in. thick gypsum w ULI Classification Marking as to Fire Resistance. Al with joints fastened to studs with 1 in. long Type S spaced 12 in. O.C. in I J for tat - of steel design of a . �. 1 . . _. flied v 2 steel • the ally 9. joint Pa • 4 III 1• Y. tegory i ' 1j2:; o coats: 5- 1 /2wftd: lime to 6 cu ft of stud cavities. Any g the UL Classification- 3-1/2 in. r names of Classified Comm; Batts and Blankets (Item 8) — teriaL The fiber is applied with vity in accordance with the product. Nominal dry dm nth GREENFIBER L C — Cocoon — an alternate to Batts an cellulose insulation ma wa to interior surfaces in acco y.plied with the product. Applied Mirtimum dry density of 4.3 po L CO INC -- Cellulose Insulation' ilized cellulose insult Blankets (Item 8) and The fiber is with aely per cubic ft and Compound — - Vmyl or casein, dry or p - • applied in two coats to joints and screw feel pe 2 in wide embedded in fist layer of compound o . thegypsrmt wallboard. Design No. U435 Assembly Rating — 3 Hr or 4 Hr (See Item 4) Nonbearing Wall ma 24° O.C. —+I ••�t V 0 CEILING '411..0-: +: pi O 0 t FLOOR 1. Studs — Channel- shaped, 1 -5/8 in. wide by 1 -1/4 in. deep, with 5/16 in. folded back return flange legs. Fabricated from No. 25 MSG galva- nized steel: Stud spacing 16 or 24 in. OC. Studs to be cut 1 in less than assembly 2. Floor and Ceiling Runners — Channel-shaped runners, 1-5/8 in. wide by 1 -1/4 in.-deep, fabricated from No. 25 MSG galvanized steel. Attached to:floor and ceiling with fasteners spaced 24 in. OC max. 3. Batts and Blankets* — (optional) — Mineral wool insulation, partially or filling stud cavity completely . OCIC WOOL MANUFACTURING CO Delta Board. THERMAFIBER INC —Type SAFE. 3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product Nominal dry den- sity of 3.0 lb /ft3. • U S GREENFIBER L L C — Cocoon stabilized cellulose insula- tion. 3B.. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is 2005 FIRE ESISTANCE DIRECTORY X FIRE RESISTANCE RATINGS - ANSI/UL 263 (B M) 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. tong, Type S, self - tapping steel screws. Third layer fastened to each stud through the first and second layers with 2 -1/4 in. long, S, self- tapping steel screws. Fourth layer fastened to each stud through the first, second and third layers with 2 -5/8 in. long, Type S, self - tapping steel screws. First layer screws shall be located 5 in. from top and bottom of wall with a maxi- mum spacing of 48 in. O.C. vertically between top and bottom screws. Second and third layer screws shall be located 4 and 3 in., respectively, from the top and bottom of wall with the same vertical spacing as the first layer screws. Fourth layer screws shall be located 2 in. from top and bottom of wall and spaced 12 in. OC vertically. Each fourth layer horizontal board end shall be centered over and secured to the stud with screws spaced 1/2 in. from end joint and 12 in. OC vertically. Board end joints shall be staggered. At board side joints all screws shall be located 1 /2in. from the joints. Fourth layer also secured to the sec- ond and third layers with l -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 fn. 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 stated from the joints in the adjacent la er and on opposite sides of studs. AMERICAN GYPSUM CO —Types AG-C. CANADIAN GYPSUM COMPANY Types C, 1P-X2 IPC -AR. BPB AMERICA INC —T FRPC, ProRoc Type C. BPB CANADA INC — ProRoc Type C. G-P GYPSUM CORP, SUB OF GEORGIA - PACIFIC CORP —Type 5. LAFARGE NORTH AMERICA INC —Type LGFC -C, LGFC- 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 1P-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. UNITED STATES GYPSUM CO —Type 1P-X3, ULTRACODE, 1 FIRE RESISTANCE RATINGS - ANSWL 263 (BXUV) 849 ULTRACODE SHC or ULTRACODE WRC. USG MEXICO S A DE C V —Type IP -X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC, 5. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads. Paper tape, 2 fn 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) s4• 0 s IF • I 0 0 0 CEILING ALTERNATE CEILING DETAIL 0 0 I 'r i� 0� 1111 0 0 ;6f! S. N 0 0 00 0 0 - shaped, 1 -5/8 in. wide by flange legs. Fabricated fro in. less than assembly h spacing 60 in. OC. E" 1. Studs — folded back Studs to be cut 1 2. Bracing— Maxim . Mg may be used. 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, Attached to floor and 4. Steel Truss Members— F. designed in accordance with lion, and Erection of Stru American Institute of Steel between the steel studs and sum wallboard. All connections accordance with the AISC member shall be 3.75 plf. 5. Gypsum, Wallboard* — For thick, 4 ft wide wallboard be applied vertically with be applied vertically or ho 1 -1/4 in. long, Type S self to studs through first lay steel screws. Second la long, Type G, self -tapp stud along the horizon Joints in each layer of in the layer below tapping steel screws board, 12 in. OC for board. CANADIAN YPSUM COMPANY — IP -X3, ULTRACODE, ULTRACO E SHC or ULTRACODE ' C. UNITED TES GYPSUM CO —Type -X3, ULTRACODE, ULTRAC E SHC or ULTRACODE USG O S A DE C V Type 1P-X3; TRACODE, ULTRA DE SHC or ULTRACODE WR For 3 Hr Ra ' — Three layers of 1/2 in. thick, 4 wide wallboard with square or pared edges. Inner layers to be a lied vertically with joints can over studs. Outer layer may be app . vertically or horizontally. layer fastened to studs with 1 in. 1„ g, Type S, self - s. Second layer fastened to studs ugh the first layer with 1 /8 in. long, Type S, self - tapping steel ws. Third layer fastened to ds through first and second layers with 1/4 in. long, Type S, tapping steel screws. Third layer also to the first and seco layers with 1 -1/2 in. long, Type G, self -tapp' steel screws ted midway between each stud along the ho ntal joint of each • • . and spaced 24 in. OC. Joints in each layer of w to be sta 24 in. from the joints in the layer below and on pposite side of . The Type S, self- tapping steel screws to be spa 24 in. teel runners, in. self r., with f FLOOR' in. deep, with 1/4 in. No. 25 MSG galv steel. ght r Type 1 or Type 2 brac- 5 1/4 • . long. Fastened to the studs drilling tapping steel screws in each wall. • , rd 5-1/4 in. long and 6 in. three ype S wallboard screws at each 1- shaped runners, 1 -5/8 in. No. 25 MSG galv steel. tenets spaced 24 in OC max. with structural steel members cation for the Design, Fabrica- for Buildings published by the lion. Truss members to be located members may not contact the hall be riveted, welded or bolte3 in lions. The min weight of structural 'rated .ea • rvrth •p . 1•N • Y ting — Two layers of 3/4 in. sq or tapered edges. Inner layers to is cen over studs. Outer layers may ntally. first layer fastened to studs with ping s,_ screws. Second layer fastened with 2 -1/4 . long, Type S, self- tapping also secured • the first layer with 1 -1/2 in. steel screws 1..- ted midway between each int of each • • • and spaced 24 in. OC. • • • • . to be sta; 24 in. from the •Dints on opposite side o tuds. The Type S, be spaced 24 in. OC r the inner layers of Ovall- e outer layer and 3/8 from the edge of the Hr tapping •. I Y - I. s 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 o, RECEIVED i . o A special inspection is required for the use of the "Quick Tie System" by Quick Tie Products, Inc. per the International Building Code 2000 Edition (IBC), Chapter 17 Section 1704 Special Inspection. The Special Inspection is required for use of Q1000 Quick Set Epoxy. A registered engineer or architect shall inspect the construction. Such inspection shall be of a nature as to determine that the construction and quality of work are in accordance with the contract drawing, specifications and the manufacturer's installation instruction. In order to satisfy the City of Tybee, Ciphers Design Co. will perform the required Special Inspection and provide the appropriate forms required per the International Building Code (IBC). You will be required to call Ciphers Design Co. to schedule the inspection a minimum of two (2) days prior to inspection date. If you have any questions, please contact me at my office. /1rely, •d Jafiett M. Lewis Vice President for Ciphers Design Co JL /blp i15p1[C 60103 060099 060100 060153 060154 060155 060156 11 RGCl EF, 11111 TFIUC T IUN N N N N N N N ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION ROCKER CONSTRUCTION C•56- EE2-2I6 2[1117 U 2/24/2007 '0' 2/24/2007 '0' 2/24/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 3/16/2007 '0' 1 :1LLLCE FL F i_CiWST 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 :TI 90 22 JeW CIPHERS 22 East Liberty Street DESIGN Co Savannah, GA 31401 912 - 233 -9968 phone 912- 233 -9543 fax FAX TRANSMITTAL To: Chuck Bargeron Company: City of Tybee Fax. 786 -5737 Phone: From: Janet Lewis CC: Date: 3 -22 -06 Pages: find. cover) 2 Re: The Village at Tybee Ciphers Project #: 0521 Remarks: Please call with any questions. FAX TRANSMITTAL -NEW 'd Ci7S6- EE2 -aT6 Rwd eTS =TT 90 as JeW CIPHERS 22 East Liberty Skeet DESIGN C9 Savannah, GA 31401 912- 233 -9968 phone 912- 233 -9543 fax FAX TRANSMITTAL To: Chuck Bargeron Company: City of Tybee Fax: 786 -5737 Phone: From: Janet Lewis CC: Date: 3 -1-06 Pages: (incl. cover) 18 Re: Ciphers Project it: 0521 Village at Tybee Remarks: Please call with any questions. Thank you C"-kozpr5,e. ?Rook5A qIZ - sg 8S 751-- (05qS cec.t.., FAX TRANSMITTAL -NEW T'd E.17SG -EE2 -216 Rwd dS0:20 90 To .yew 2 •d 991:tA PAGE 2 OF 17 Structural Quality, Grads 50, pass 1 (F„. Q M31,iFw = 50 keg steel hem $90 eine coating. The 3 inch x 3 inch glee washer confabs a 9/16 Inch x 1-114 Inch Matted hats centered on the diagonal et the washer_ -the washer Is nanotectured from A°,Ted A 570 awe with F =• 45 kat and F b ksi. The assembly is to be installed with a K inch dangler boa through Ma 3 thdh x 3 arch pardon of the berg strop and t s 3 i:t:h x 3 rich washer. A standard, round washer Cr a Oil, 1 15 inch thick locking washer and a nut on the bolt congalteto trio anchoring. Nails we driven *rough the smaller holes of the strap into the wood aaxl;, beams, hum= or retire to o?Inpiefe the MetaNation. 4.3.5 Quick Hold Down Anchor, OHM CaneStapytwopens, a 12 grige (0.09:4 irthte gem-load steel, bail seep and at unaaated. 3Inch x3 inch r. r Inch (0.500 inch) sleet wreaker. The shoo is 3 Inches wide and 14 inches tong to Mine line. At The treaded Stud IS Instated kit prod/Wed hoes Mich has been drilled watts bit complying with ANSI B94 .14. The hole iedrilled to 4 specbled elm MS Inch damn( for 1(4 Inch changer wire rope and 7l8 inch diameter for 318 inch diameter wire rope and eitedmen t depth 4 khahne fro 114 Inch damel3r wire rope and 6314 thetas far 318 Mob diameter wire rope and leaned using compressed air and a nylon brims. The ki nc cn gal epoxy. Is injected into mellow, stealing et the boUom end gradually awed upward unfit he (role is approximateyone- hatffult. The threaded stud is insetted, While turning, until spray Bowsaw of the top of the hole, fitly entbeddng the stud. Bend Strergst Is reduced at elevated temperasues, sea menufamae's literahre. The hardening and cueing erne at different temperatures for the epoxy is specified by Ute man dadurer (68• F slow eet gel %Me Is 45 minutes and acing time is 36 Oruro). Tho ea of the eprryreaMis hW years minimum. Special inspection Is required rnr tnotwnty1 wet num. nee eacttn 5.4 o1 alb report. LEGACY REPORT 9913A Issued Apd'8 t. 204 16G t►atae tttota Service, Inc. eau"dfAfa""1 oxln . afa) wort nartw Road, WNW. Cana crier a (soh eases* _ Rugina. k� ar 9iebM�tchek RMd. 8:4 80,4, ern. mr. 55219$ 15(111 SAeaeoO Www.icc-es.org Rooms+ Office 04041 Wed Ram= Reed Catheyfad Has. Brae 40478• Q08)7a2105 ire S. hkarmmitlee on Evaluelion has reviewed the data twbmlled fax compliancew#tt the Startdard&adlt6eg CodeC, Ole SQCCCZ Stoners 1vv I4wdesne Resistant RealdeMfsl Coasvuetianta SS:0 19.08, the 1998 In ernatlohal One end Tito family Dwelling Code, and the Florida Building Code 2001 - Building and sublelts to the Buik5ng Motel or otter aui}torty having jurisdiction the following report The Subocntrttidee on Evaluation, and ICC .ES and beat( arena responsible for any errors or omissions to any doziest: he, calculations, drawings, spectl etionx, heaths or summaries prepared and submitted by the dsaign professional or premier of record that are listed in the S ting Data Section of the report Paeans or tale report were previously ineludid in Evaluation Reverts #9913. REPORT NO: 9913A EXPIRES: use the currant EVALUATION HEF'C IT INDEX CATEGORY: (RANGERS AND SUPPORTS S08T0iTTE D SY: QUICK TlE PRODUCTS, INC. 2981 POWERS AVENUE JACKSONVILLE BEACH, FLORIDA 322ti7 9047324377 Yiw w,otigari a a.oasn 1. PRODUCT TRADE N.$ 1.1 Quest Tier" System (CTS): 1.1.1 01-p'j 1/4" Quick Tie 1.12 =(X) 3y8• Quids Tie 1.2 Quit* Connedxont 1.2.1 IIA4 1,22 MS and LS 123 FATS and frig Twist Strips 1.24 QHDM Quick I1ald•Doart Anchor 1.29 Qld32 Clutch Hold-Down Anchor 2. SCOPE OF EVALUATION Structural: 2.1 Wild Load Uplift 2.2 Wind Load Lateral 3: WSM9 Quick Tie and Quick Conaeetors ate ured 10 anchor wood stud wells and rats kanni t members to the foundation. 4. DESCRIPTION 4.1 General The Quids Tie' System i3 a fabricated root end witi anchoring system catsishng of a wire rope with headed studs swaged to each end. T e threaded studs we embedded kiln hard/mod concrete by dthlktg and using epaayr adhesive to eltdhcr to the foundation. The twpo lle sod of the are rope weft the threaded stud is extended vertically to the top of the stud Wed ethers a steal plate and red ore uurid in anchor the 'op plat. Wood trusses. headers end bottom plates ere connected with Quick Cormeoloroto txosdedisk@nutionof toad to theverlleeixverope. Components of the system are hsted in Section 4.2 Mate iatsand 43 O'er Connectors. 4.2 Quick Tat* Systems LOTS) • Nora stale 4.2.1 Quick Tieraarm end KIT3 (X): Aircraft wire rape, a ;her 1/4 inch diameter or 3/8' diameter . Threaded Sktdd are soaped cnto each solo the wire rope, h5 inch x6-1/4 itch *1th 4 infirm of tueede ter she t/4 inch sine tope and Windt xe then wet 6 indicts al heed for the 318 Inch wire ropy kxw`w11nho Aces Are 0.050 hid, diameter, or smaller, with minimum f„ Q68,060 psi. (X;macaws the length In Tact) QT(X) 1)4" airmen who rope, 1(4 'silt demptnr, Txi9, gee/anted steel with a Weaving strength of 7,403 pounds. Indiukltal Wires et the wire rope we gawaniaad wt ti a nxireimi of 0.10 ounces per square toot of uncoated wire surface. QT3ifl1 318 aircraft wire rope. 3l8 ketch diameter, 7x19 gateentai steel with a breaking strength of 14,0130 pounds. Individual wires In the wire rope are gelvardzed with a n11ntnum of 0.10 ounces per square toot et uncoated sere surface. 4.2.2 triggers AiBW45 and Nuts: Steel plait 3 Inca x3 inch x 1(4 inch ASTM A 36, or A 293/264 or A 570, rriluItttm yield strength of 33 issi and minimum ultimate strength o(45 Isti, Mims ere 14 inch Grade 2 Hest huts with rock washers. 4.2.3 1x1004 Quick Set Epoxy: The epoxy it a tirivete rebel, H5200 brand, manufeolarw; by U.S. Mellor, too. iCC•EhS Legacy Report ER -4898. a two component aW(xwal epoxy iOnttdblifaiftli4 iha epoxy inkdidrt9etiopackaged in tog pack, or ra Midges while are insetted Into the foci fiat dtspensad uncaps a disposable stagy mixing npz7Je. The Injection gab is a mimed product obtained by rr any g base mein with a hardener, The Compcnenfe are nixed on 14 W6 -p-one rack in a static mixer. The hwdener Ls color r;oded it red and the baserman is provided in a rite fns peck. An heritage slow sat hartterer nay be used and Is padmged In I/u c foil pack : •+. h.'i .E. r41..anr_.• msn. hr. artm:.. dnlMe: k• mtfi/ awereir+mmrarkrumLkni.•u1r}vrit.hfM edetrtwuJ.w +.0 :41/4: MA•a.nba ' p,rw :•.irt/wi15/ 4:4r.a6'nY .JQ,e rrpra.rurrnammeiunan iris we rrtw.k no sunvatvin KY 16,31..olee,Sfmke. r.......00motimprird marribmirgor nao meant in rkracre..* toompro w, :r..rml k .far Nod Papal aryl Coarser *hP2064 t •.4 Ei7G6— EE2-0I6 / rt G7_700 ..2TG •.J LUS11oOJR'2f e8JOaff dt3i :ID 90 TO Jell R d dSO:a0 90 TO JEW 9913A Tire threaded stud is installed in a prredrilted hole which has been drilled with it tilt complying with ANSi B 94.14. The hole is drilled to a :Reedited sivi 9/i fi inch diameter for 1(4 inch dieter wire rope and 7/8 ;nth diameter for 3/8 inch diameter wire rope and embedment depth 4 inches fro 1/4 inch diameter wire rope and 6=3/4 motes for 3/8 inch diameter wire rope and cleaned using compressed air and a nylon brush. The injection gel epoxy is irijectec into ate hole, starling at the bottom and gradually moved upward emit the hole is approximately one-haff full. The threaded stud is inserted, while turning, urea twee flows cut of the top of the hole, tate erttedfr,c, the stud. Bond strength is reduced at elevated temperatures, see manufacture's literature. The hardening and cartel time at different temperatures for the epoxy is spe,.ified by the manufacturer (60" F slow set gel time it 45 nenete.e and curing time in 36 hours). The shelf fife of the epoxy resin is two years minimum. Special Inspection is required forinsrflling the 01061), see section 5.4 of this report. 4.3 atiWr Cnerittetcre 4.3.1 Quick Connector HA.4 Hurricane Anchor: 113 gauge (0.0486 Inca) chic k anchors used to testae wood rafters and pti;ted:v,,od :r•;sae: to wood top plates. The eentriars are i to resist uplift loads, and forces applied parallel to perpendicular to the fop rates. The anthers are manufactured from ASTM A 653. Structural Quality. Grade 50, Cass 3 (F„ - 70 ksi, F.,, a 50 key specifications with a G 90 zinc coating. ,13.2 Quidr. Connector LS a MS Series Straps: light Straps (LS) are 20 gauge (0.0356 itch) straps. Medium Straps (MS) are 16 gauge (0.'575 inch) straps. The straps are twat .ufao ured in lengths varying from 9-5/8 inches to 48 -5/B inches_ Each strap is 1-1/4 inches wide with nail holes punched at intervals of 1 -112 inches along its tenor/. The nag holes are staggered actor the w i d t h o f the etrap, At the mk enetih of each reap is Located e holeless area 3 inches long The purpose of this spade is to ereride a distance of 1-1/2 inch between the joint in the wood being joined and the first nail Wean either side of the joint. The test ?three ne:is on each end of the strap are spaced 3/4 knee apart and are staggered across the width of the strap. The straps are reartutactured front ASTM A 663, Structural Quality. Grade 50, Class 3 (F„ = 70Icsl. Fro 50 kst) specifications w th a G SCE zinc rax;6fl ,. 4,3.3: Quick Connector MTS and LETS Series Twist Straps: The straps are manufactured In lengths varying from 12 inches to 28 inches. The straps have eel offset shape to allow for (Meting and heading. Each strap is 1.250 inches wide with a double row: o' that; holes punched at intervals of 1 inch staggered each side. The MT312, MT'3'16, MTS 20 and MTS24 are 16 gauge. The H rS2e. 1-1T524 and iiTZS28 are 14 gauge. The straps are manufactured frail! ASTM A 613, SS, Grade 33, (F„ ,: 45 kei. F, _ 33 tdsi) specakcatien, with a G 90 zinc coating. 4.3.4 Quiet; Fold Deem Anchor, QiiD1: Consists of two parts, a 14 gauge (0.075 frith) galvanized steel, bent strap and an unease:{), 3 inch.x 3 inch x 3 gauge (0.239 inch) steel washer. The strap is 3 inches wide and 14 inches tong to bend One. Al one end, the last three inches of the strap is bend 90° 1a the remainder of the strap. In the center of the 3 inch x 3 inch portion of Inc strap it punched a 9/16 inch diameter hole. The tong part of the OHM contains nine pair (eighteen total) of punched holes, 0.1E6 rotes at diarnrsfer, and spaced 3/4 Ind) apart for nail ng. Each pair of nail hones is offset 3/8 inch from the nail holon above anclbr below. The first four inches of the bent step, above the 3 Inch x 3 inch portion, do not contain nail holes. Via g:31vn ri_aa bent strap is fornicated front ASTM r , 853. 2'd L062- 288 -ZT6 E'd CfrSG- EE2-ZT6 PAt.+F 2 OF 17 • • • Structural Quality, Grads 50, Class 1 (F„ a 65 KSi. FF _ .50 Itssp steel from G90 zinc coating. The 3 inch x 3 inlet Steal washer contains a t3 /t6 inch x 1 -1/4 inch slotted hale centered on the diagonal of the washer. The washer is manta :echoed from ASTM A 570 steel with F„ : 45 ksi and F,Si- The assembly is to be installed with a ra inch diameter bolt through the 3 inch x 3 inch portion of the bent strap and the . inch r. 3 inch washer. A standard. round washer or a spilt, 1/8 inch thice locking washer and a nut on the bolt comrade thi amercing. Nails are driven through the smaller holes of the strap into the wood studs, beams, mutate or rafters to csreplete The installation. 4.3.5 Quick Hold Down Anchor, QHI 2: Consists of two pans, a 12 gauge (0.O93 inch) gelvau(zod steal, bent ;,rap and an uncoated, 3 inch z 3 inch x tk inch (0.500 itch) steel washer. The strap is 3 itches wide and 14 inches long to band line. At one end, the last three inches of the strap is befit 90' to the remainder of the strap. in the center of the 3 inch x 3 inch portion of the strap is punched a 5/8 inch lame* hate. The long pan of the OHD2 contains 15 pai (30 total „of punched boles, 0.186 inches in diameter, and spaced 3/4 with apart for nailing. Each pair of nail hoes is olYafe 3/8 inch from the nail totes above and/or below. The Irst tour incites of the bent strap, above the 3 inch x 3 inch portion, do act contain Hall holes. The galvanized barn strap is fabricated Wore Retie A 65p, Structural Quay, Grade 50, Class 1 (F,, = 65 KSr; Fy =• 50 kst) steal from G90 zinc coating. The 3 inch x 3 inch steel washer contains a 9/16 inch x 1 -114 With slotted hole centered on the diagonal of the washer. The washer is manufactured Worn ASTI t A 36 steel with F„ 5e :csi and F, _ 36 4,s;. The amiably ie. b be installed with a 5/8 inch olameter boil through the 3 inch x :atrial portion of the bent strap and the 3 inch x 3 inch washer. iA standard. round washer or a split, 1/8 inert etriok lodging washer and a nut rn the bat mrtple % the anclhring. Nails are (NV edterzeghtb= smaller holes at the strap into the wood Muds, beanie, rr usses et rafters to complete the installation. 4.4 Basket Loads Design load tables are shown below with allowable load of the connectors, fastener schedule, dimensions of =erectors, and eireevieee of calm, ors. 5. INSTALLATION 5.: Generai Quick -Me en:! Quite Connectors era installed in acedrear,ce with the manufacturer's published installation instructions and this report The system shall he it rolled by wr,tr$cac8`. /r,iirred and licensed by Quick Bracket, inc. The manufacturer's published installation irisuuratens and this report eta; I be strictly tittered to 1d a copy of these instructions shah be aveleble at all times on the job site during installation. The instructions within this report govern If there are eny eonfiicb between the manulacturer's instructions any this report. 52 Foundstior's Ceeok Tie /itch' Bees are enbeilded into crn:croe fcen'a:iore that are minimum 8 inches thick with a minimum compressive strength of 2,506 psi, The !alts chat have a madmen edicts distance of 2- 1 /4Inchae for 1/4 inch diameter wire rope and 3 -1/2 inches 1 r :3/8 inch diameter wire nave anti shall be spared aaettsSiodeet,d aLJoa9 Rod dIE:10 S0 TO JeW dS0 =20 90 TO JeW Mar 01 06 01:23p Gec a R.Brookshire fr'd Eb9G -6E2 -216 912 -882 ,07 p.3 Rwd d90 :20 90 TO JeW LEGACY REPORT 9913A Issued April 1, 2004 ICC Evati Wrl:tOtt SOWVie% Inc. I otfico • 5:1660 Workman WI Road, wittier, California 90201 r, (562) a 4.s Regions; Delco • 900 F.iorncW{r Road. suite A. einni!ighms. ,4lsbaME 35210 s U"o:5; 5taae00 w W w. icC- ss.org Regional Office • 4051 West P3os spoor Road. Country Cl us Hes, lens 60478 • (?0ei 190 -2305 The Skrtrt:cannutlee on Evaluation has reviewed the data submitted for coinptlance with the Standard Balding Coder the SSCCt garroted fair Hurricane Resistant ResJdenriai Const ruction@ SSTD 1499, the 1998 lntemationaf One and Tarn Feratify Dwelling Code, and the Florida Building Code 2001- Building and submits to the Building Official or other authority having jesrisdicion the following report. The Subcairr nittee on Evaluation, and ICC -ES and As at;►ffare not respeasibk3 or any emirs or omissions to any documents, calculations, drawings, specifications, teats Or 2unmmades prepared and submitted by the design professional; or pr .aver or re^orti that are listed in the Substantiating Data Section of thta report. Portions of this report were previously i:tt'{uried , Evakiatia,n Reports *MIS. REPORT' NO.: 9a1<iA EXPIRES: Set. u1 . current EVALUATION REPORT INDEX CATEGORY: HANGERS AND SUPPORTS SUB NUTTED EY:. QUICK TiE. PRODUCTS, INC. 2951 POWERS AVENUE JACKSONVILLE. BEACH, FLORIDA 32207 904732.9371 1r: Yl':V.C(t l:f tiiiOtJVUrliiLliS. G,. 1. PRODUCT TRADE NAME 1.1 Quick Tif.1".' System (OTS): 1.1.1 01(X). 114` Quid< lie 1.1.2 CT3pq 318` Quids Tie 1.2 Ouicit Connectors: 1.2.1 HM 122 MS and LS 1.2.33 MTS and ITS Twist St'aps 12.4 OHM Quick Hold -Down Anchor 12.3 (ir02 Quick Hotta -0ovm Anther 2. SCOPE OF EVALUATION StrtiG'i,YAnr. 2.1 Wind Load Uplift 2.2 Wind 'Load Lateral S. USES Ckixk Tie and Quick Connectors are used to anchor wood stud waits and roof framing reembers to Ina toundatibn. !C(- Es...'I,.`r rri... a.• o! rM.'ra1d <fM.t4i:.viox nHag .Halted, prow alts' reedIvf. ;up xpecOra17 abfratied.ra u; v. 0.1e tu'criva•Ygiia+wt'..raA•.rvxacf s”.S•.•7 rjdrreporOf pre tunenealiwifinlaear There b+to warranty toy /CC E. ahrnila, t& rrwrr. In.. express „rimf+ix+ {eutnortrillto8r. ,w wirer ,a.sA•kin 'Om n'yirt.»' i torvit'M'ratncr nn•..r.i hy r.:; 4 DESCRIPTION 4.1 Gerte: rat Tnc Quick Tie s1 System is a roan vtod rod and waft agate: ring system consisting of a we rope with threaded studs swaged to eat end. Tne threaded studs air a-n addeo into harden:al concrete by drilling and using epoxy adhesive to a}lchcr to the fotmeaiion. The opposite and of the vire rope with te threaded stud is extended vertically to the top al the stud Wall where a itteal prate and nut are used to anchor the lap plate. islttlr4 trusses, headers and bottom plates are connected with Quids Cot Inectars to provide 4fistr'ib1 EOr a of load to die vortio s Was s rope. Components of the system are listed in Section 4.2 Materials and 4.3 Ouicfc Connectors. 42 Dutcik Tier" Systems traTi:4 - Materials 4.2.1 Quickriev +' QT(X) andQT3(`X%: A:a:ra 1 raring. rope, either 114 inch diameter or 318' diameter . Threaded Studs ere swaged onto each end rat the wire rope, }t islet'! x 6 -114 inch with 4 inches of threads for rite 1/4 inch wire rape and 3/4 inch x 9 inch with 6 inches of thread for the 318 it 'i wire rope. 1ac1Akdtrrt wrss are 0.030 inch diameter, or smaller, with minimum F4.268,000 psi. IX indicates the length in feat, L2T1X) 'I4 aircraft wire rope, 114 inch 5ian1 trey. 7:119, galvanized steel with a breaking sttongth of 7,000 pounds. incrwidual wires irk sue wire rope ars 9aaivanizrd vital a minimum of 0.10 ounces per square loot of uncoated wire auitac0. QT3(X) 318' aircraft wire rope, 318 inch djarfieter, 7x19 galvanized steel with a breaking sirsrgth of i4,Q00 pounds. individual wires in the wire rope. are gavenired wittj a minimum of 0.10 ounces per square foot of krrcoated tivire ounce. 4.22 Washer's AEBIV43 and Nuts: Steed plate S inch x 3 :root x 1/4 inch ASTM A 36, or A 2331284 of A5?0, rninknrmr yield strength or 33 hsi and minimum ultimate strength 005 lust. Nuts are e12 inch Grade 2 Hey Nuts with !0' 3 washers. 42.3 0100e Otsick, Set Epoxy: The epoxy is a private 15bal, ii3200 brand. manufactured by U.S. Anchor, inc. EGG -E5 lacy Report Ett,439e, a two component structure ll epoxy dspensed in a ma;tuai tool. 'site epoxy in-paten gals packaged in foil packs or cartridges »t+ich a-e irtsenod into the tool and dispensed through a disposable sfa c mixing rivzzls. The injection gel is a mixed product obtained by nliidn6 h base resin with a hardener. The corhpOnenle ate mixed on a one- to -Orie refit, in a:!talic mixer. The hardener its color raided in red and the base resin is provided in a writhe foil pack. An alternate slow set hardener may be used and is packaged in blue foil packs. Cam AV-4 ; zoo: �•d S'd E17S6 -CE2 -216 1.062- 288 -ZI6 ear4s) OOJg •Zi a9,zoej Rwd Pape / ear 17 des : T o so To 4eta d90 :20 90 TO JeW PAGE 3 OF 17 9913A requited to resist wind uplift load. The foundations shall be designed to resist the design loads determined in accordance with Chapter 16 of the Cade. 5.3 Wall Construction Wood fra :addwailsshellbeconsir tedoftopandbottomplates of minimum Southern Pine, No. 2 Grade, minimum 2 inch nominal thickness with a specific gravity of G 0.55. Studs shall be a minimum Spruce Pine Fir, Stud Grade, mininam 2 inch :WNW thickness with 0 epecific gravity of G.036 spaced 1g incites on center. Ali wags shall have double top plates, 3.A Special Inspection slacial Inspection is requited for use of 03 004 C luicc Set Epoxy, the consruction shall be Inspected by a registered engineer or s "d 9•d • architect, preferably the one responsIble for the design, or by a competent representative responsibietothe registered engineer. Such inson snail be of a nature as to detenrt4ne that the construction and quality of work are ir, accordance with the contract diavdngs and speciScatons and the rriaj u1acturees installation instundans. Items to be verified by 9.7e. wterasd inspector ir'hraude hole, diameter, cleanliness of hole and anchor stud, adhesive type, ad-041w application, thud diarnete; , stud an?bcdrecet. and Other requirements specified in this report and the manufacturer's instructions. 7 APPLICATION Or THE QUICK TIE SYSTEM in • y�f 6062- 288 -2IS EbS6 -EE2 -216 aJtgsmooJa•s o2 oa9 Rwd dSZriO 90 TO JeW dLO:20 90 TO -JeW N } Iz CD >Z M I!) mo CO NN I � (U Di W pp N i W L N 0 0 L • GR L O 41 15 R N C O N Cu ..._ Oa CD w Op Qulc :K.':fiE QT, SPACING TABU.. AND DESIGN NOTES I NI.11411Fa f TOP PLATE i E ItVt Of CONNEC`TOAS (A Tf WLSS TO 11475/2 TR.US5 UPLIFT �i� o,C. QtLIM TIE .. ACM K TIE ACING: rra r„�11C.Ft TIE AILOWARlT-.C. DES G 4 LOAD WIN i 2 UV MINIMUM EDGE rmsTANCE' 2331 us. �• •••�• •• ••••~ Da 51C-1.4 1VC) i 5 •,•�, •,� •� a. u 4w OLACX'Ill MORN 13' OF PAW LOAD FSARRAO CO+ *NER. t 8®6CP'COIVERPERF YTHE WNW THE I PPLATE o R WICK yAT 8ACH VD OF AU. MBAR WALL, BF I' IF SHEAR WALT. IB NO T SUBJECT To IPPLIFfLOADe. UM ONLY ONO OR TWO TWO (OR HOLD DOWN ATP II MO OP EMS MEM . QUICK SPEWED 0 OR�n LOAN, 910 OP EACH SMEAR WALL RIREVE11T ./t OMB ICOMAIRTIONALHOW CO Ali) WAY HE UBEO ATBHEAR WALL ENEMA/HEN WfL'IS TIE BRICIN0 et DOWN ReUttfatehrt13 HAVE MN MEr. I CORNER MUSE ONE TOURAC116 AT EACH AL .OPE l ACTS ME t T UNLESS TRUES LOADS ROME HAMMER SPAOBJCI NI REWIRED. USE lSP tCi IED CRACK MS) AT CS1NCEiiTRA'fE0 UPLIFT LO MA O SI SPACE ALL COMJITIES A8 SPECIFIED Mf THE TABLE PR!OVl8W POR Pi.J. WALLS SU 10 AAU. C .ICK 8 SHALL BE DA7FALLEDAODORDINO To THERE ' FT AN 1 .• • " j — 3 ( 425 CLUCK +1F A[1 G14'AEI.E 17ENaN LOAD %yam a:5; DISTAAICB alum, To at C.CLEA TIP TttANJ6". -=�0LP 'MeMiyesi4t woe 04'SrWCe REQUIRED 162 Si4". THE • �� • ' 7 `2 1 7-0° ' 730 I m. t I (y� - GQG 6_6"' 650 I •( T -a'- 61-3' 653 2 • ( L- 774 r 61)0 5°7T IsArr worm 189.PI UMM. WI1"Jd AytnRIUAi ED3€ DISTANCE OF E' OR GREATER AI PAD ADE0. 2 2 �•. • ' I I ----1W--- 5S1$ 2 * I 1 M41, al S3* 5'-(r 0 5125 7S 4"-- 4.25 4.00 Npyg CHANGE WO YEAS L OM an armor Two ootcx TM DODS NOT UMW 8'+1. a". YNERF�ORO AN ABSOLUTE MMOOMAWMUM AMMO E e'19 2 IU".aa' sPEOIFICATKINS MeV SYA LI NSEID PROF£86U EUN EMECO 7) MIL ALL HAL ROLES DI ICH' AND %HSI r CONNEDTDAS 8j BEE FE1.DERCONJEOTION SCHEDULE FOR O0llN 4tT lCNB RE'OUREDPOD H Il1EYtSfr.r*ANElIYi€R!Eil. m001 ETSUSWICiOO10*DEP17XYU �NOTL=D. 4- Poo lo) LOADS BJ1H1S TAKE REGLAARDA MINIMUM lir THICK GYPSUM YMW.L BOARD CIU aACH NOR OF WALL AMEN TO SIDDE PR 1 -1/r LUNG WALLBOARD NAILS SPACE'S' ELM AT EDC.EBAHD 12'A.C. II T EPIED. 1ij use am:ra ms vs avrai MATIMALS AS BMW= /MO EUFP ISOBYOLSOK 112 PRODUCTS, INC. 2 Mai► 2 111 %t 4`3° 4`Q' 2 ``•�,�� 2 2 T 1 3'51° 37S 3W 3 �, 5' 3 2 Ii 4 3L;" 335 3 Ltrj 150 3°C/' JAN 3 ridi. 2 7 .. a • 185.1 -nr- * - 2.- • WCK TIE C iL i..+i..il...._ TIA*ASTA 49m 47111Mi4T24411 WLNL1.1.04 ILFT QUICK TIE SPACING TABLE AND DESIGN NOTES_.._ ._ (fit Corff1 M 2003 Wok "PS PROUCIR, lna o_ r- U) CO cr Cf) NO) al N' (11 0) 0 CO N w oa c; n CC CD co a. o N N 0-' 0 CD co 0 0 0 p L L 111 E E 3x3"x1/4" STEEL PLA 1/2" GRADE 2 HEX NUT-1 wooseawasowormanclemenaavemenvow IbluagrIpnawr 1/2" X8 114" THREADED STUD SWAGED TO 1/4", AIRCRAFT WIRE ROPE 114" 7x9 GALVANIZED AIRCRAFT WIRE ROPE \- la" X 6 1/4" THREADED STUD \SWAGED TO 1/4" AIRCRAFT WIRE ROPE QTX (embedment type)x(piete or wait height) UICK. TIE P opurispc, TYPICAL QUICK TIE PART DETAIL Cca CovirIght 2003 quick Tie No.:Web. Inc_ .no01.1.••■1.04.101.10.1111. 1,1.41110LII /P7f15EARME- QT-X, L1 1 ©y 39Vd L 0 CD • 31 61) E L CC ° 0- 0) O. 00 N " 0 cl W D O - -4 0 0 L t. a) A E E I.RVOft.IIMMO.U.MIN*f■/.04.■11WOWO641..../1*•••••••••!.• R••••••N.WMYMMMI.MMIN 314" GRADE 2 HEX NUT 3x5 1/2"0/4" Steel Pte -- V X El" THREADED STUD SWAGED TO 3/8' AIRCRAFT WIRE ROPE 3/8' 7x9 GALVANIZED AIRCRAFT WIRE ROPE 1--3/4" X Er THREADED STUD SWAOED TO 316" AIRCRAFT WIRE ROPE. 01,9" *kW- LE. ; ; ; • i I. 014" 01-3X (embedment type)x(plate or wall height) lamomonergor.......sammests welmosseaomsassarrezrew.. UICK ODUCTS,INC. I ONTRIC4iI2401W,X.VFLIa OVAALET SA,Madm.I.ONIM•innl.**••••■■••rny..0 /At urea. TYPICAL afir AIRCRAFT WIRE QUICK .nE PART DETAIL ��v + 0 u r w v w w r m r w t m m e l a s x a m i r ! u r o D r e a m , a l e h s n a s 1 1 1 M r a r a , w c c W i e r x m w s a e s m e m s s a r r i m V L O C A T I O N S l ' A m r O N B O T H M B H A M A . ( K l a n ) I O W v . ~ A l i t i k e a t a r , 2 c c t S N T i . 1 ��d o r u c T S I N C , 1 7 9 U } y 1 : a k C ' i 4 1 Y T I C K T I E H A 4 H U R R I C A N E / S E I S M I C C L I P ' = ' P ' f t ` s i T s t i 2 0 0 C R * T ! . 4 P r o t �%c k l t . i n + : 1 1 1 1 . 4 3 4 ' . - 5 2 . ' : Y t f s : : cf) co 0 0J CO N Ctl 0.1 CO CO 03 OJ L 0 0 L • n ?ID E L CC 0 00 0• 0. 0 CD ••••I • • (r) - . 0 `-‘ 0 CD 0 0 L 0 L E Mar 01 06 02:10p Mar 01 06 0134p Rmy George R.Brookshire 912-882-E907 912-233-9543 p.12 p. 1A a igvl dVI11a SW V Si AMMUM8.1101.4...112.00MMMWPOMM. 1.1. 40 6 4-f5Vci i - iWiii i5 'Rte.2,5 of I- - - - -I -1-1- - FP i Ig;R&' * * g ti P;i;p ggm 4 4-4- f3;,!F, x't R'.2 2 gi§giS gi§ggi4 liiI4 Egli 5 - k golog -2,2,iat -IR- ism !,.1-- i tile I as ils 1 111^g§i. 1 timil 110 rnilliqt toti 7r t OO t Ta C1 1-4 , ;Willi*" li 12!2IFiliii it a ; a ag stigAs _!..2: ge iiiiisilitSt Mini tm,_ tiMitig-41W 11;14111ti141 delli111/Vitt-fi AMMUM8.1101.4...112.00MMMWPOMM. 1.1. 40 6 4-f5Vci F- 1 INQUICK 11E PRODUCTS,INC Wart ZNattZtty 10 VApplitl....0f0 012- •••••Hir .a.somp• MTS & HTS TWIST STRAP Cppyrigfit 203 QIItck Iiu rocticts, CACTWOG. MTS (t Gavot)) .10" FITS (14 Gat-95) -.unorronsommememakkeemoteaunumwn • lownnwenrever.umar Li. 44 01. RJVd , AP.WVIMIIIMIPMMPWVVIDEPSMIAINVIMIOMIRII11.9111111 rIIIIPMWMQVWXYZNYMIWOIV-#0•01.1111.0...110M.ROWInt....1. MAINT MVO Meg minerrosinsas; Iku II m.o. two:. . moos la .., ye il...... ..,_ .. PO N m 9 maw W it, f, wow 1 J 0 =trio nn ast UP V 4te0 4ir Imo ,...1 ,m.3a. _ AO I r VW txr ItE We IR' :I.E. gel 9:111 MOW ViC0S1, , le i fff 104 CM. ' t 06 ,ffll, _.24 w i W. IV tk to COIL 07 I NP WOOL 1 tr 11W I1 is =cm sr l tr I 1g j 180 iiic Si—LW AE,_, la= j stir na 11721 0 ra loot V' UICK 11E. P ODUC.TSP4C. MOP 7Vittn fig0"075,""4 COfif =Mae Min MUM taKINW.01.1[ARNMINdMalehkINOw11.101* MTS & HTS TWIST STRAP Otworkki MOS Wok Tki PRAWN, k *Af.....n■•••• Allth :344FOCF1/04104/P2MMILIDTIUGMT MINKRIMATIIICIMMilk11.1401V4 oti•O-R4 WACTIIIIINCINPAP1,11F7FRIIMOLOINV %M1- 4.11.21043 CilltIMMIUM1111M1141, CAUfall 3AACJW.,fiLVRIthlITINIL Ytt Tn. MICO:Mit MertZ.HLSIVITV114.1=16,10 xu.sw:torr TIV,VZCZ% tra.".47.10 C Mre (its Gouge) Fr(13 (14 Gaul* POF 2 Mar 01 06 02:12p Arri Mar 01 OS 01:38p George R.Brookshire 912-233-9543 912-882-2907 p.15 p.14 4 2.1 AO ISVeI 11£166 912- 233 -9543 912 - 882-2907 Mel.■•••*.umr......1.011.1R1.,10.ennfOlIa....••■•■•,11*■■■••••■••11.n.7.7.11,•111.04TP/I.P.M.11111.,}7.011•1,1,111•1111MP Typiaal OHOI Hold Down Installation WM 'KW MAYS CONNEOTOR do NA Ilkif Mem fialintit I Ackatia Mil WO ettirintl moi2;1 Oen 2nt Tax* Fide w r la r tf 14! litbk CirMbs-74-1-7; xs ir Araby Res PIN CPO 14 IN• z V to Mr ! no iclit Wafts i 2731 ROM IS Linbio &mimeo P}8.4.03.141.111s4r4erekrava lhan 044 re, othst* retwira feleil$11114,4*~P4M 210164v MI anew alt PST 30 MVO Mon rdi ~Wm Mr alnpv no. Nur-Amon ua, UICK TIE P OD'UCITSIINC. MP:WM MIJAC:=1iNtgAtA WV/ nri0-3417,3ZW/ tio4N0721-46SC czemlwr MB rum fe. =XV V1100.1•0"11.*M....a.MMOPIMP...,■••■••••■•••■•••eM1 QHD1 HOLD DOWN @ OW140 2000 Wok 'Flo Produce& ha. almil1.518.1•71111.1110,1, acupWr*te 4.7140.44111001.“0,11•..s.u1M.1 LI, AO Cf. 3511'cl 11 912- 233 -9543 912 - 882 -2907 _ 16.e09' _1(787.114.2.16.510.. 01102 MATERIAL: 123k, 33I 9Q Mtge NAIL HOLES SHALL 13.5 .107$ OIL HOLES II QUICK - P ODUCTSPIC 'RE viar'7,,t,=arra. LA.V.M.....■ I NMIMMILMIIMOV........"•.1.•• it.00:1' CIRIZ —4 HOLD DOWN CotVati t 20 trd Peadula. OHM (12 tlaur) I -----I------ 3 L6 if) ivy3)Vd 912 - 233 -9543 912 -882 -2907 •■•■■••■•■ OFID2 Typical OFID2 Hold Down Installation .••■••••••■ ••••••••,....■•••••••Kor. QHD2 HOLD DOWN CONNECTOR - -i Mallil # Dinaertkevi FalerArs Alarrebbit imitt /63' Stip Pi IN U D gift AO:reboil* 046) 1U 0161 f Mt) DWI MAIM& WO III qr r • f X31,2' Et x 11' 4C6 4063 4454 t CA 40' 0 tATIM 1) LLAThaf It tire U Skull] Milan asiorrqlm MT IVA. gar arve cock% MOIR %elm in =OM% *Ott* MWSIANINIPNATt nr/$. •Mttlw, Pba P$1 wrotevt r4/101*San JETS eolrtn WON ltt mit dewuts es 1 Ir. II QUICK TIE PRoDUCT&INC, pownwivapticawam ZZIth ritalrigitA497: FAM(900 Mkieclit 1.7CPTIUCHTVAU ii410,44.K.0111191.ry 01102 HOLD DOWN +,(1 Ctnyrbfit 2Z41;:i Till Praclulis, OHM ,Zi 4C3 SP. aJsid eet 9913A GENERAL NOTES FOR TABLE$ .,Iknvaue loads shown are In pounds. 2. Ltntrl noted otherwise nags are =nun wire mails of the pay w'eiget not.', in tie totes, Spacif anon FF l>I.1 058 and shaft have the foikwang minimum bending yield strengths, F. d, DK0.1:31 in, FF, 108.000 psi /Od, 0 = 0.148 in, Fp - 20,000 psi 16ii, l7 = 0.162 in, F,,, = 90,000 psi Loads dssionalee as (nermat) or 4160 may be increased for duration of load in timber conswucl on in a cordamei win-Jerrie 2.3.2 ofe s NOS urp tc}'he tabu:else eBOwete!ix+ds of (133) erd 065) for einc end seismic. Load dura€cn adjustments unrser ihs Flerioa Building Oode shall be in accordance with section 1609.4.3. Except for durot on of bad increases in timber construction ho increase in loads over that designated as (tie nai) in thetabn dated tables shall be permitted for toad ccnx`ninetions in Oflowablo aueP tit design • "t3plife k>ads have been increased 1.33 for wind load and no further increases are permitted. 5. Allowable loads noted in the Design Tables are for fasteners only. All framing rnembers shall be designed in accordance with the requirements of their appropriate design specifications as referenced in the Code. • Load capacities in the Design Tables are vatic for Southern Pine loath a Specific Grswity of G = 0.55. tf the connectors ire used on /2ssargre:Ise or °they typos itf wood than prose spec fed in this report, load capacifres shall be a+erifed by lest or vekeliethele by a registered engineer. 7. Beams o: Header supporting joists shell have the following minimum eidths Lased or. nag sites attaching the canna:clots to the woodstrucros:al members. • PAGE le OF 17 Nails strati corapey ;40-1 F « °derdt Nail Min. Widtt of wood member tel 121 incites i tit 1.48 inches 164 1.62 inch e 3. Nails completely penetrating 27. joists or rafters shoe he clinched d tie wad. S. The connectors have riot WWI evaluated for simultaneous loading conditions. re. S lin.g.s conversions: 1 in. = 25.4 min, 1 nil .4.5 N 11. A review of the dimensions shown in the Tables and i`+gures is outside the scope of this Legacy Evaluation Report. 6. T ASITATiNv DATA 6. i Marefaciuri r' &- de=+: tptive literature, s pec"rfication , nliri order certificates, engineering drawings, and installation ere:trCtons. • WRCA Wire Rope Corporation of America, Inc., tatter with Frill order certificates- * Milt order certificates for sleet used to fabricate HA4, LS, 8 U $ sirAps. US. Sie87 Group. • Spenxbcation, fabrication wasters, Alpine Construction Hardware. • U.S. Department of Labor, OSHA, Certlecaie for Wire Rope 1 ;orpofaion of America, inc.,1(4 inch diameter wire 7x18, galvanized aircraft. • M,e T,e�'t sCerlifii n , Chung Rope Co. UL-. Fah_ 14, 2002. 6.2 Test report on wind uplift resistance Quids Tie QTS8 :,.der ASTM 01761 lull scale wets teat. A. tilonts 8resvik, Professional Engineer, Report No.98080803. August 22, 1998. signed by A, Nerds BrsR4k. 8.3 Test report fOT HA4 under ASTM O 1761, PSI P o ssional Services kduslrias, Inc„ PSI Report No. 748-50100-00415, October 20, 1998, signed by John M_ Putsile , f~F_ 6.4 Engineering calculations, prepared by A. Norris Bretek, Pro!'sssiore1 Engineer, signed anti seated by A. Noire 8rei+ai1, P.E. e Ore.* Te QTS, delad 11/:1/98. + HAW. dated 11130/98. w LS a MS Series of Strops. dared 11/3e/98. • Load tables for HAW, LS and MS, signed, sealed, and doter., A. Niere Breve, P.E. . 1- 7-99. 131'd L062- 288 -216 6I •d £1196 -EE2 -216 • r t ad raf}es iereitece Tie, eignn f, sad. n d tied by A. Norris 8reivik, P.E., 2/24104. e Quick Ti o 4T - lee series. 7/15/04. • Quick Tie OT-W8' Series. 6/1GA33. • LS & MS Strap Tattle, 8116A33. • WS & HTS Twist Straps. 1/18/04 i a 01401 Head Dimes, 8e 1 31'03. 6.5 Teet rcpor't. o -1000 adhesive, struntuc ii 1rnstxn testing under ASTM E 1512, 2000 psi oonCaete. DTI Engineering. Report No. 44107, erns 28. 494, signer, and sealed by Chad Thompson, P.E. 6.6 Test 'epees on Q-1000 adhesive, sine:lut.r.'tonsion ens, Shear under ASTM E 488, 4000 psi concaele. Chad Thompson end ltiamia1e8 Consuiiiing iErigineres. October 1989, signed and sealed by Chad L Thompson, 6.7 Test report on load testing Of 01401 HWddgwn Anchor under ASh9 0 1787, Alpine Construes-4n Hardware, e. Division of Alpine Engineered Prorku3s. lnc.;iReport No. 9$1175.1, Not:emba. 15. ¶9 9. nixed by A. Nene; Brcivik, P.E. 6.8 'rest report on bending yield moment of: trails, PS1 Pittsburgh Testing Laboratory Division, PSI No. 225 - 70012 -00i, 91Nrii 17, 1$98, signed by f t4.;Sa4,oppeo, P.E. t ci Engineering urk'.ulations for Q1-i01. prepared l;y A. 4,iprris BreMk, P.E., Signed and seated 6/26/2000. 6.10 Test reporiz on tensile test n • ce wire, Prc set. reeling, inc., signed by R.K. Prophet and C.R. Caudal, P.E.: s tie" Diameter Wire Str.rd, sob Nc. 02.4)43 -rt May 22, 2003. • ee' teen tar Wee Strand, Job eke 0 eeiest tt, May 22.2003. e..ttysstoaJs-d a2JOeE Rwel dE i :20 90 I0 JeW dzir :t0 90 to JeW PAGE •:7 A, 17 ei Test r el, v%t on load tasting ureter ABTM tJ 1761. Praduot 'resting, Inc„ signed by R.K. Prophet and C.R. Caudet, 6.11.1 OH02, Hold Down, Job No. 01-3541, November 13, 101. 8.11.2 MTS12 Twist Strap, Job No. 04 -4664, January 23, 2004. t3 ? :. HTsiellvisi S trap,J obNo .119.8%6,Jastusuy28,"-Lts"s. 6.11.4 Yi516 Twist Strap, Job No. 04-4656, January 26, 2004. 7. CODE REFERENCES Stant1andBu!ik&ig' Code0 - 1999 Edition Section 103.7 Section 16 ex Section 1609 Chapter 17 Chapter 14 Se`den 1814 Chapter 22 Chapter 23 Ssctio•`r 2301. Ssabton 23062 $scSoe 2ut}r Sac i 2308 S ecii 2,3 fee Alternate Materials and Methods Wt d Loads Load Combinations St!uChrrr i Tests rind Inspections Concrete HeescledBoasatel t- reacted Stud Mcncrs in Concrete Sleet Wood VV 1):3 Constru4 on - Design Other Fastenings Reef Framing Verdc at Framing Root aeC :,ailrrg n=ramieoy SSCCI Sra ^r.rd /or Hun-loony Hessen ?tilt Residential Consiructiont00 SSTD 10--99 Sedion 101.4 Section 101 .6.2 Section 104 Chapter 3 S:eedo s 32.1 Sacflert 3032.3 Sw4ira UM.3.2 Seeirn 3052 Section 305.7 Section 307 Section 307.1.5 Section .372.6 Chapter 4 Anemias Materials and Methods Design Concepts - Exterior Walls Design Criteria r&tikdings With Weod-F.re riled ,E_'Xi for Walls Faster.ers and Connecters Sill Plate to Foundation n Anchorage Wall to Foundation Anchorage - Monolittic Slab -On -Grade Foundations Com:octa es for Exterke Watt Framing tioiddown Connectors Riot Systems Connections - Rafter-Joist Systems r.: xtslatiora - These Fran nit, Systems Combined Concrete, Masonry or ICF are Wood Extssiot Well Construction httte naiicnal C)ns :n:d Two Family OweVing Code - 1998 Edition Section n 108 ' INIti 361 S;actine 403 Clearer Cnaater 6 Table 682 Cheater Atternats Materials and Systems Design Criteria • Footings Frxs Walt Construction Fastener SLheat hs (or Structure? Memos Roof -Cc rig Construction Florida 3uik:ing Cede 2061- Bunting Se.ieen 105.7 Seaton 1606 Section 16tt Chapter 17 C` apler 1 Section 1914 t�T 'd Alternate Materials and Methods Wired Loads Load Combinations Structural Tests and Inspections COPCrae Heeded Sorts and Headed Stud Anchors in Cere r•ete 4062- ZH8 -ZTB 02 'd £b96 -££2-216 Cnanlar 22 : :tF:m Chapter 23 Wood elect! n 2301.2 ';`sort Co:elan:ou ! - i->ester! Section 2306.2 Other Fastenings Se. tion 2307 Floor Framing Section 2308 Vertical Framing Beaten 23b9 Rcai son Crating Fronting 3. CtD 1P FEE RNDI dr S The S:t[:n:et tsmitt_'o en E:.aaireia s e retie, of the ckkcia summnte e finds *tat, in their opinion, the Quick Tie And—ors and Quids Connectors as d:so'iped in. this report cenfrrn eath nr suitable alternates to t hat specified in the Sjendard Building CodesA the $SCC/ Stemmer:' /:a: Y{usriceepo rsesr A,,: fesrcpr ;ram Corrstruchon© SSTD 10.99, the international One and Two Family Dwelling Code, and the Ronda. Building Code 20ret Building or Supplements thereto. 5. LR40r'i'ATIONS 9.1 This Legacy Evaluation Report end the instaitation h13 ."Z.i:Vt4. when retaken } y the cede cetera. 3hatt be submitted at the time of permit ape atiom 9.2 The sy tem shall tie installed d t:.r caritractors i.ained and licensed by Quick lie P!oduels, Inc. 9.3 Cite get kreds on the Caeca Tie Arrehers aed pek Connectors shall be determined in accordance with Chapter 15 of the Ster dart Errddi ^.y Confetti 9.4 Framing members (wood, masonry. concrete. steel, etc)) cerneciein vein the Quist 'tie Ancnaas acv. Quick Connectors shall be designed in accordance with the re.- 4rrnenls of their eociin pnnte tit-1*M zpet;,r$kal+or.s as referenced in the Code. 9.5 Loads applied shalt not ex.eeed these rotor! merited by the inanuraGurer as shown in Section 4.3. 9.6 When ud-ig 85TI) 10-39, the design Iuateit feted i i ate standard shall not exceed those recommended by the manufacturer as a to m in Section 4.3. 9.7 Each package of Qutck An hors components arid Quids Cbnnect rs shell i.aiva n1 the rnarnifocturei a irtetsi adon instructions. J.9 Ouio Tie Arr.t hor; and Quick Connectors that are exposed directly to weather or subject to Salt Cerro on In coastal areas, as detennictri by the local buiidin9 official. snail be galvanized in accordance with 302.1.3 of SSTD 10-99. ea Quick Tie Arleen sitaknctbein rakedingroute1mesonry lintels or bond beams. Quick lie Anchors may be installed in formed concrete lintels or band treame used as part of a masonry veal!. The concrete lintels or bond beams shalt avearninirnumcomprosesearroengrthot2 .8C0Me. Oftign loads for the anchors shall tie as noted in.the report. 10, IDENTIFICATION Each package of Quick Tie Anchors end Quick Connectors cv :e;ed by this report shalt be labeled Kith tine tnenuiiaatur'ei's name and/or trademark, the SSCCI Public Safety Testing and Eval uatien Services Inc. Seal or irsdiets (SBCCt FST R E:SI), and the number of this report for field identification. 11. PERIOD OF ISSUANCE SEE THE CURRENT EVALUATION REPORT INDEX FOR STATUS OF THIS LEGACY EVALUATION REPORT. For irrforrrnsfin on thhis report contact AAichaei P. t 'Reardon. P E 206499-9800 a,atIsmoo,aa'a aa.roa0 RWjj dSi>•:10 80 TO .JeW del :20 90 TO .teW ; -2006 16:57 DEPT. OF BUILDING SAFETY 912 201 4301 P.01/17 CHATHAM COUNTY DEPARTMENT OF BUILDING SAFETY & REGULA:I'ORY SERVICES P. O. BOX 8161 SAVANNAH, GEORGIA 31412 912 -201 -4300 facsimile TRANSMITTAL To: Gt- 1.vcV--. tRC p Fax: -Tv " 3i From: *Ec c t ice - sc..1 Date: 3 '15 --c* rages: 17 Re: IL- 11E- 11 Comments: MAR -15 -2006 16:58 CHATHAM COUNTY 96% P.01 CIPHERS architects and planners DBIGN (IL 22 East Liberty Street, Savannah, Georgia 31401 PH_ 912- 233 -9968 FAX 912- 233 -9543 PATe: PPOICT. PPOJCT 4 : SCALD: 3/1/2006 1:32:37 PM PPOVIDE BLOCKING BE1VvEEN FLOOD JOIST ( NOT SHOWN) Fe WALL 4 -HOUP FATED ( f.l. #U49O, NON -LOAD BEADING) TYPICAL WALL A55EMBLY EA. SIDE OF FIVEWALL A55EMI3LY 2x4 WOOD 51UD5 @ 16" 0.C. W/ I/ 2" GYP BD. ON IN1EPIOP 5IDE W/ P -13 GATT INSULATION TYPICAL FLOOD A55M3LY 14" OPEN WEB J015T5 ©16" 0.0 W/ 3/ 4" DECKING G WL2 & . SOWED 12" CMU WALL @ TENANT SEPAPA110N F IrmA.L 4-NOUN I?Af; 2 A55� M,LY SCAL: I" = 1' -0" GYPSUM DRYWALL GA-600-"03 FIRE RESISTANCE DESIGN P" "\NUAL FIRE RESISTANCE DESIGN MANUAL GYPSUM ASSOCIATION • SOUND CONTROL 17th Edition GA -600 -03 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. Roof Aluminum Clips Gypsum Board Ceiling Aluminum Clips Roof Trusses Area Separation Wall (Party /Are Wall) Fire Blocks Gypsum Board Ceilings and WaNs Floor Joists or Trusses Slab or Foundation asz Figure 4 Typical Gypsum Board Area Separation Wall Construction FLOOR- CEILING AND ROOF - CEILING SYSTEMS Floor- ceiling and roof - ceiling systems tested and classified are required to be a minimum of 180 square feet in area with their short- est edge dimension not less than 12 feet. The system is required to sus- tain the design load throughout the test and not permit the passage of either flame or hot gases capable of igniting cotton waste. Surface tem- peratures on the unexposed side of the test specimen are measured at a minimum of nine locations. The average temperature of the unex- posed surface is not permitted to in- crease more than 250 °F above am- bient nor is any individual thermo- couple permitted to rise more than 325 °F above ambient. Ceiling Openings Many fire - resistance rated floor - ceiling systems have been tested with openings through the ceiling membrane for air ducts, electrical outlets, and lighting fixtures. Building codes permit air duct openings in most ceiling systems when the air duct openings are pro- tected with approved ceiling dampers and permit unprotected electrical outlet openings such as 16 square inch outlet boxes that are approved for use in fire - resistance rated systems. The aggregate area of all such openings shall not ex- ceed 100 square inches for any 100 square feet of ceiling area unless otherwise approved. Many approved recessed light- ing fixtures require special protec- tion. Consult the fire test report or listing for the specific system for protection details and the opening area limitation. DATE ISSUED: 03 -16 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - DUPLEX 7 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 #: 060155 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 1 ' A \ lla fi &ce.- Location 1 141 I La ► 1 3LDC-L -5,pee ZIDv NAME ADDRESS PIN # RECEIVED TELEPHONE Owner 74)Gkeo- CoaSTAAA c-i : So t C/i - (.. Acet d w �� 00,To...)/10.-) Architect or Engineer Cti p gen, Des sr..J Co 2 c sz L aerki -jE. (aN Av.) a A4 t6.04 233 -99 6 8 233 -9x43 c Building Contractor (Check all that apply) (l New Construction [Duplex ❑ Residential O Footprint Changes ❑ Other Estimated cost of Construction: $ Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: a ❑ Renovation ❑ Single Family ❑ Commercial ❑ Repairs ❑ Minor Addition ❑ Substantial Addition ❑ Multi- Family ❑ Demolition 000 (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 Lot Area c) # Off - street parking spaces Trees locate4 & list91 on site p Access: v �l Af►ua" 1'lAc.� Driveway 15 (ft.) With culvert? Setbacks: Front "La Rear 243 # Bedrooms 3 ..4.- # Bathrooms Living space (tofai sq. ft.) ;3 8°I rr- With swale? Sides (L) (R) / o # Stories 2 Height 3 j Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through a� pia z se., On-site waste and debris containers will • - provided by C edr Sao Ate.) a-(rj Construction debris will be disposed b a c'' ati. by means of I understand that I must comply with zoning. flood damage control. building. fire. shore protections and wetlands ordinances. FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adv ected. I accept responsibility for any corrective action that may be necessary to rest. • . . ..e impaired by this permitted construction. Date: c■.? ) L. 20 C Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to 1611 \QV_ De se 17 �JCe41YN Zoning certificatior Approved rezoning Street address and Is it in compliance If not, has street nay .� FEMA Certificatioi State Energy Code Utilities and Public Describe any unust Access to building Distance to water n,aw Lay bILV Distance to sewer stub site rh� 1Q90, was -rc 33$q. Leer? Water meter size 1 -A4-B IP Flood Zone isting Storm drainage kee- c o yr rsfrl (it/ fFer 5761 r.et/ LC, i d-k Signature Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager aye Date O l d 5p dfs FEES Permit I2(1o. Inspections Water Tap Sewer Stub a:' Aid to Const. 3319. plum) Rev pew? TOTAL 400E COWL I 900t 0PW1Sl 3391U. JO Alp 1 OAVP -34YAO Otidd& NEY osmoP mow 213LYN1S1NUlOV JNINOZ &M 1 339111 J Q Q360UddV .00.5i.61S� gl 1� ddtf 1 �tSk L 95 OI 1/ 001 -- I 1 1 4 • ,e7� moil A IS 1� 1 1 e 74 1 it� ig � :felt 1 11 a 51`1A — msul a $ ' 10 An I3 � ►LS r 9'k , 1/ 4 o e 101 ut r I�,1+iYlt 1 t 1 I I 8. 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ZN3d0LON) Wu .09 310,13AV 14L4U %ammo =101 2011)0 130 3011 -011 An set 001 CG 1(1) 3)04 COOL 01-7 04 03310301 U 316 SW '9011)10 101103 MOO IOLIOIJ I4. O2 910127301Z 71114 sY 5000411 1111111 00 0110010 004 311)001.33 ]0! 1)1/ 1100 d Y 3$Ya 710 00010049000 1211 to 13t 11*1 'I 33LON 7teN703 091 1,U 310th 1 '.1 9 ➢7/716 up m.:1 3311 Mae U$OG OVI LY14 Vain) JO 31014 at — L Sem 1. °- 3 .00$ -6I 11 Set ON AIM 10'1. ex& 191 2.007 11 4111 F+/0 (131113)3U 5002 4t ;tt :0 of A uq o1atOlaon S2JNI0og v 8 TIOHHOI2