SLICK STEEL Corporate Headquarters 6855 Lyons Technol Coconut Creek Tennessee Office 1107 Balliewood Street Frankl i n • Ton I Free Tel (866) 57 CUSTOMER QUOTE Name Brice Gordon Tel Quote Date Company LSJ Employees. LLC Fax Valid Through Street 6100 Red Hook Quarter, # 83 Email Project ID BS23415 City St Thomas Sales Rep Brian Buck State ZZ Zip 00802 Country US Virgin Islands Page I of 2 Project Building 2 b 6 6 B z a B I Engineering Width 60' Code IBC 2009 Snow Gnd 0 Seismic Ss Shell Enclosed Occupancy Normal Length 120' Wind Load 145 MPH Snow Root 0 Seismic S1 Column Tapered Thermal Unheated Height 12' Exposure C Snow Is 1.0 Base Deluxe Formed Trim Snow Exp Sheltered Roof Pitch 1.5:12 Live Load 20 Snow Ct I.0 Collateral 0.5 Frame Gable Symmetrical Reducible Yes Snow Ce I.0 Left Endwall Spacing 25923'6•/21'6" Type Post and Beam Bracing Cable Girt Bypass Right Endwall Spacing 21'6723'6725' Type Post and Beam Bracing Cable Girt Bypass Front Sidewall Spacing 2I74@20121' Type N/A Bracing Cable Girt Bypass Back Sidewall Spacing 2174@20121' Type N/A Bracing Cable Girt Bypass Primary Frame Coating Red Oxide Primer Root Panel Wall Panel Engineering Notes Secondary Frame Coating Gauge 24 Style RROL Screw Type-Length Gauge 24 Style PBR Screw Type-Length Long Life-1 1/44 Long Life-1 1/4" Red Oxide Primer Color Not Specified Color Not Specified EXPORT BUILDING with final destination of XXXX via PORT )000( with unloading and freight forwarding by others. Export package includes extra sheeting, nuts. bolts, fasteners. girls and pudins with all rollup doors specifically crated for export to provide additional protection. It is the customer ' s r esponsi bi I I ty to VERIFY Al l CODES & LOADS used to des weight is estimated as XXXXX lbs. COD amount is to be paid in full 2 weeks prior to delivery to port. Building Pricing Oly 1 Description Base