SLICK STEEL Corporate Headquarters 6855 Lyons Technology Circle • Suite 18 Coconut Creek • FL • 33073 Tennessee Office 1107 Balllewood Street Franklin • TN • 37069 CUSTOMER QUOTE Name Company Street City State Country Brace Gordon LSJ Employees. LLC US Virgin Islands Project Building I Location Street Engineering Width Length 80' Height 18' Root Pitch 1.5:12 Left Endwall Right Endwall Front Sidewall Back Sidewall Code IBC 2009 Wind Load 145 MPH Exposure C Live Load 20 Reducible Yes Spacing 28% 24'. 2B' Spacing 28% 24'. 2B' Spacing 4@20' Spacing 4@20' Primary Frame Coating Red Oxide Primer Tel Fax Email City TBD State ZZ Snow Gnd 0 Snow Roof 0 Snow Is Snow Ct Snow Ce Zip TBD Seismic Ss Seismic S1 Collateral Quote Date 01/31/2017 Valid Through 02/07/2017 Project ID BS23416 Sales Rep Brian Buck Page 1 of 4 County TBD Country US Virgin Islands Shell Enclosed Column Tapered Base Deluxe Formed Trim 0.5 Frame Gable Symmetrical Type Full-Load Expandable Frame Type Non-Expandable Bearing Frame Type N/A Type N/A Bracing None Bracing Cable Bracing Cable Bracing Cable Secondary Frame Coating Red Oxide Primer Occupancy Normal Thermal Unheated Snow Exp Sheltered Girt Flush Girt Flush Girt Bypass Girt Bypass Roof Panel Gauge 24 Style PBR Screw Type•Length Long Life-1 1/44 Color Not Specified Wall Panel Gauge 24 Style PBR Screw Type•Length Long Life-1 1/4• Color Not Specified Engineering EXPORT BUILDING with final destination of XXXX via PORT )000( with unloading and freight forwarding by others. Export package includes Notes extra sheeting. nuts. bolts. fasteners, gins and pudins with all rollup doors specifically crated for export to provide additional protection. It is the customer's responsibility to VERIFY All CODES & LOADS used to design this budding as being in accordance with local requirements. Total weight is estimated as XXXXX lbs. COD amount is to be pai