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HomeMy WebLinkAboutEvaluation Report; Doors & WindowsSBCCI PUBLIC SAFETY TESTING AND EVALUATION SERVICES INC 900 Montclair Road, Suite A; Birmingham, Alabama 35213-1206 a Participating Member of the NES, Inc. Evaluation Reports are the opinion of the Committee on Evaluation, based on the findings, and do not constitute or imply an approval or acceptance by any local community. The Committee, in review of the data submitted, finds that in their opinion the product, material, system, or method of construction specifically identified in this report conforms with or is a suitable alternate to that specified in the Standard Codes, SUBJECT TO THE LIMITATIONS IN THIS REPORT. The Committee on Evaluation has reviewed the data submitted for compliance with the Standard au#07ng Codec the SBCCI Standard for Hnrrrlcans Resistant Residerrdal ConsOuctione SSTD 70-97, and the CABO One and Two Family Dwelling Code and submits to the Building Official or other authority having jurisdiction the following report. The Committee on Evaluation, SBCCI PST & ESI and its staff are not responsible for any errors or omissions to any documents, calculations, drawings, specifications, tests or summaries prepared and submitted by the design professional or preparer of record that are listed in the Substantiating Data Section of this report. Copyrighted a 1997 SBCCI PST & ESI REPORT NO.: 9755 EXPIRES: See current SBCCI PST & ESI EVALUATION REPORT LISTING CATEGORY: DOORS AND WIT..f1 S RUM SUBMITTED BY: AMARR GARAGE DOORS 5931 GRASSY CREEK BLVD. WINSTON-SALEM, NORTH CAROLINA 27105 1. PRODUCT TRADE NAME Amarr Garage Doors: 1.1 StratfordTm Model 600 1.2 Heritage IIITM Model 950 2. SCOPE OF EVALUATION Structural - Transverse wind load 3. USES - Amarr Garage Doors are used as garage doors with specified allowable wind pressures. 4. DESCRIPTION 4.1 General Amarr Garage Doors are constructed of galvanized steel panels textured wood grain embossing rolls or smooth rolls. The steel panels comply with ASTM A 653, galvanized G 40, with a minimum yield strength of 22,000 psi and an ultimate strength of 42,000 psi. The steel is galvanized, primed, and coated with a baked -on polyester finish. The doors are reinforced with a 'R' Truss galvanized steel strut section installed horizontally on the back side of the doors. The doors were toad tested to establish specified allowable transverse wind loads. See Table 1 for allowable loads. 'R' Truss 22 Ga: Hat shaped section 3-5/8 inch x 3-15/16 inch, 22 Gauge, ASTM E 415, galvanized ASTM A 653, galvanized G 40 minimum yield strength of 41,322 psi and ultimate tensile strength of 49,132 psi. 'R' Truss 20 Ga: Hat shaped section 4-1/2 inch x 3.15/16 inch, 20 Gauge, ASTM E 415, galvanized ASTM A 653, Galvanized G 40 minimum yield strength of 41,322 psi and ultimate tensile strength of 49.132 psi. 4.2 Models 4.2.1 StratfordTM Model 600: 25 gauge residential raised panel door. Available with optional insulation and windows. 4.2.2 Heritage 111"' Model 950: 24 gauge residential raised panel. Available with optional insulation and windows. 4.3 Wind Loads Amarr Garage Doors were subjected to transverse load testing under ASTM E 330. Allowable transverse wind loads are given in Table 1. REPORT NO. 9755 PAGE 1 OF 3 REPORT NO. 9755 PAGE 2 OF 3 5. INSTALLATION 5.1 General Amarr Garage Doors are installed in accordance with the manufacturer's published installation instructions and this The instructions within this report govern if there are any conflicts between the manufacturer's instructions and this report. 5.2 Allowable Transverse Wind Loads report. The design wind loads ,on the garage doors shall be determined in accordance with Section 1606 of the Standard The manufacturer's published installation instructions and fiWaling Code•and shall not exceed the allowable transverse this report shall be strictly adhered to and a copy of these wind loads shown in Table 1. instructions shall be available at all times on the job site during installation. TABLE 1 ALLOWABLE TRANSVERSE WIND LOADS Models Door W (max) Ft -In Door H (max) Ft -In Drawing Number Design Load Positive (PSF) Design Load Negative (PSF) Horizontal Reinforcing (Note 2) 600 & 950 9-0 8-0 SBC-580-016 33 37 'R' Truss 22 Ga 600 & 950 16-0 8-0 SBC-580-015 - 31.9 if 0 Jam^ 36.8 'R' Truss 20 Ga Notes Table 1: 1. SI Units Conversion: 1 in a 25.4 mm, 1 ft a 0.3 m, 1 psf - 48 Pa. 2. Doors up to 7-0 high consist of 4 sections with I- R' Truss per section. Doors up to 8-0 high consist of 5 sections with 1 'R' Truss per section. 3. The garage doors are also available in standard 6'-6' heights and widths of 8'-0', 10'-0', 12'-0', 14'-0', 15'-01, 15'-6', and 15'-8'. 6. SUBSTANTIATING DATA 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.2 Test reports on transverse load testing under ASTM E 330, Structural Solutions, P.A., signed and sealed by Thomas L. Shelmerdine, P.E.: • 9' x 7' door, Project No. 97-057, June 9, 1997. • 16' x 7' door, Project 97-029, June 9, 1997. . 6.3 Engineering drawings, Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E.: • SBC-580-016, Max Size 9' x 8'. June 9, 1997. • SBC-580-015, Max Size 16' x 8% June 9, 1997. 6.4 Engineering calculations evaluating door height and door widths not tested, Structural Solutions, P.A., Project No. 97-059, June 10, 1917, signed and sealed by Thomas L. Shelmerdine, P.E. 6.5 Engineering analysis of glass, Structural Solutions, P.A., Project No. 97-029, 97-057, August 20, 1997, signed and sealed by Thomas L. Shelmerdine, P.E. 6.6 Mill order certificates: • Panel steel, LTV Advanced Sales Systems, 01 /10/96. • 'R' trusses, Allsteel Processing, L.C., 8/01 /97, signed by Charles Richard Abbott. 7. CODE REFERENCES Standard Building Code• - 1997 Edition Section 103.7 Alternate Materials and Methods Section 1606 Wind Loads Chapter 17 Structural Tests and Inspections Section 1707.4 Exterior Window and Door Assemblies Chapter 22 Steel Section 2204 Cold -Formed Steel Construction Chapter 24 Glass and Glazing Section 2405.3 Wind, Snow, and Dead Loads SBCCI Standard for Hurricane Resistant Residential Construction• SSTD 10-97 Section 101.4 Alternate Materials and Methods Section 101.3 Integrity of Building Envelope Section 101.6 Design Concepts Section 104 Design Criteria Appendix B Design Load Assumptions ,� PAGE 3 OF 3 REPORT NO. 9155 CABO One and Two Family Dwelling Code - 1995 Edition with 1996/1997 Amendments 10. IDENTIFICATION Section 108 Alternate Materials and Systems Section 301 Design Criteria Section 308.5 Glazing -Wind Loads Chapter 6 Wall Construction Chapter 7 Wall Covering S. COMMITTEE FINDINGS The Committee on Evaluation in review of the data submitted finds that, in their opinion, the Amarr Garage Doors as described in this report conform with or are suitable alternates to that specified in the Standard Bui/dny Code° the SBCC/ Standard for Hurricane Resistant Residential Construct/one SSTD 10-97, and the CABO One and Two Family Dwelling Code or Supplements thereto. 9. LIMITATIONS 9.1 This Evaluation Report and the install instructions, when required by the building off shall be submitted at the time of permit application. 9.2 The doors shall be installed in accordance with the installation instructions in this report and the manufacturer's published installation instructions. 9.3 The structural elements supporting door track brackets shall be designed by a registered professional engineer for the wind loads shown on the drawings. The calculations shall be signed, sealed, and dated, and submitted to the local building official when applying for a permit. 9.4 The doors shall not be installed in areas where the transverse wind loads exceed the allowable loads shown in Table 1. 9.5 Fire performance of the doors is outside the scope of this Evaluation Report. Each Amarr Garage Door covered by this report shall be labeled with the manufacturer's name and/or trademark, the SBCCI Public Safety Testing and Evaluation Services Inc. Seal or initials (SBCCI PST & ESII, and the number of this report for field identificatiop. The phrase •Refer to this Evaluation Report for Cod@ compliance' shall be printed in the manufacturer's literature and installation instructions referencing this Evaluation Report number. 11. PERIOD OF ISSUANCE SEE CURRENT SBCCI PST If ESI EVALUATION REPORT LISTING FOR STATUS OF THIS EVALUATION REPORT. For information on this report contact: Michael P. 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