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Home My WebLink AboutCBPR-5-11-11078 METAL BUILDING DESIGN DATA.tif Date: 6/9/2011 11-10586 Letter of Certification Time: 09:43 AM Page: I of 3 VP Buildings 3200 Players Club Circle J Memphis, TN 38125-8843 STRUCTURAL DESIGN DATA Project: SunBelt 2011 Expansion Name: SunBelt 2011 Builder PO #: na Jobsite: 3255 20th Av SE City, State: Hickory, North Carolina 28602 County: Catawba Country: United States TABLE OF CONTENTS g il l im ", I SEAL 16 174 1 9 1KE 0 * File: SunBelt ?0i I Varco Pruden Buildings is a division of BlueScope Buildings North America, Inc. Version: 2.2b m 11 -10586 Letter of Certification Date: 6/9/2011 Time: 09:43 AM i _ Page: 2 of 3 Contact: Erik Jordan f Name. Moss - Marlow Bldg Co, [nc Frojectc SunBelt 2011 Expansion Address: PO Box 2423 Builder PO #: na lobsite: 3255 20th Av SE City, State: Hickory, North Carolina 28602 Country: United States City, State: Hickory, North Carolina 28602 County, Country: Catawba, United States I This is to certify that the above referenced project has been designed in accordance with the applicable portions of the Building Code specified below. All loading and building design criteria shown below have been specified by contract and applied in accordance with the building code. Overall Buildin Description Shape Overall Overall Flg16 all Area Root Area Max. Eave Min Eave . Max. Roof Min. Roof peak Width Len th SunBelt 20t I 210i0i0 ft. (s . ft. Hei ht Hei ht 2 80.0/0 Pitch Pitch Hei h9957 17661 1!0/0 141010 !.000:12 L000;12 22/9/0 Loads and Codes - Shape: SunBelt 201 I City: Hickory County: Catawba Building Code: 2009 North Carolina Building Code State: North Carolina Country: United States ' Based on Building Code: 2006 International Building Code Built Up: 05AISC - ASD AISI - ASD Rainfall: 9.00 inches per hour Cold Form: 07 Building Use: Standard Occupancy Structure 3000.00 psi Concrete Dead and Collateral Loads Collateral Gravity:5.00 psf Roof Covering +Second. Dead Load: 1.86 psf Live Load Collateral Uplift: 5.00 psf Frame Weight (assumed for seismic):2.50 psf Live Load: 20.00 psf Not Reducible Wind Load Snow Load Wind Speed: 90.00 mph Ground Snow Load: 15.00 psf Seismic Load The'L.ow Rise Method is Used Flat Roof Snow: 1 1.34 psf Mapped Spectral Response - Ss:35.30 %g Wind Exposure (Factor): B(0.701) Slo g Design Snow Mapped Spectral Response - S 1:13.10 %g Parts Wind Exposure Factor. 0.701 (Sloped): 11.34 psf Seismic Performance / Design Category: C Snow Exposure Category (Factor): I Fully Exposed Seismic Importance: 1.000 Wind Enclosure: Enclosed (0.90) Wind Importance Factor. 1.000 Snow Importance: 1.000 Seismic Performance / Design Cat ego C Topographic Factor. 1.0000 Thennal Category (Factor): Unheated (1.20) Framing Seismic Period; 0.2312 ry Ground/ Roof Conversion: 0.70 Bracing Seismic Period: 0.1448 NOT Windbome Debris Region % Snow Used in Seismic: 0.00 Forming R-Fact . 0000 Seismic Snow Load: 0.00 psf Base Elevation: 0 /Oi0 Unobstructed Slippery Bracing R- Factor r: 3.0000 , ry Roof Primary Zone Strip Width: 11/2/6 Soil Profile Type: Stiffsoil (D, 4) Parts / Portions Zone Strip Width: 5/7/3 Diaphragm Condition: Flexible Basic Wind Pressure: 12.35 psf Frame Redundancy Factor Brace Redundancy Factor. 1.000o Frame Seismic Factor (Cs): 0.1190 x W Brace Seismic Factor (Cs): 0.1 190 x W Design Spectral Response - Sd 1: 0.1988 Design Spectral Response - Sds: 0.3571 Building design loads and governing building code is provided by the Builder and is not validated by Varco Pruden Buildings, a division of BlueScope Buildings North America, Inc. The Builder is responsible for contacting the local Building Official or project Design Professional to obtain all code and loading information for this specific building site. The design of this building is in accordance with Varco Pruden Buildings, a division of BlueScope Buildings North America, Inc. design practices which have been established based upon pertinent procedures and recommendations of the Standards listed in the Building Code or later editions. This certification DOES NOT apply to the design of the foundation or other on -site structures or components not supplied by Varco Pruden Buildings, a division of BlueScope Buildings North America, Inc., nor does it apply to unauthorized modifications to building components. Furthermore, it is understood that certification is based upon the premise that all components will be erected or constructed in strict compliance with pertinent documents for this project. Varco Pruden Buildings, a division of BlueScope Buildings North America, Inc. DOES NOT provide general review of erection during or after building construction unless specifically agreed to in the contract documents. The undersigned engineer in responsible charge certifies that this building has been designed in accordance with the contract documents as indicated in this letter. File: SunBelt 2011 Varco Pruden Buildings is a division of BlueScope Buildings North America, Inc. Version: 2.2b 11 -10586 Letter of Certification Date: 6/9/2011 l Time: 09:43 AM Page: 3 of 3 Date: �Gl / `,,%% responsible charg Engineers Seal: n i ,♦ � � iii SEAL - 16174 r • 1 ' O- E t i s File: SunBelt 2011 Varco Pruden Buildings is a division of BlueScope Buildings North America, Inc. Version: 2.2b i i i