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Proiect Information <br /> Project Name/Model# -Zephyrhaven Replacement <br /> Project Number - 20180450 <br /> Project Description - Sound Attenuated Missile Impact Rated Generator Enclosure with Base Fuel Tank <br /> Project Location - Zephyrhills, FI <br /> Customer - Caladesi Construction <br /> Mounting Location - Ground <br /> Miami-Dade/Missile Impact Criteria Applies (HVHZ) <br /> Enclosure Materials <br /> Roof Bracing Frame - TW"xl/4" Extruded Aluminum Tubing-6061-T6 <br /> Roof Panels - 0.090 Aluminum Panel-5052-1-132 <br /> Wall Panels - 0.090 Aluminum Panel-5052-1-132-3" Deep <br /> Wall Mounting Channel - 3/16"Aluminum Channel-5052-1-132 <br /> Horizontal Wall Support - 3/16"Aluminum Angle-5052-1-132 (HVHZ) <br /> Vertical Wall Support - 0.090 Aluminum C-Channel-5052-H32 (HVHZ) <br /> Components <br /> GenSet Manufacturer - Generac <br /> GenSet Size and Model - SD175 Supported by- Fuel Tank <br /> Fuel Tank - 1,500 Gallon AMPS"Enviroshield Gold" UL-142 <br /> Silencer- 1 - Critical Grade Mounted to Interior with 2 Supports <br /> Air Intake <br /> Intake Scoup on End &Side(s) - Missile Impact Louvers <br /> r <br /> Exhaust <br /> Hood - Gravity Damper <br /> Fasteners/Hardware <br /> Bolt Size Washer Nut Grade/Finish <br /> Roof Panel to Windload Frame - #14 Self-Drilling Screws Seal Washers Grade <br /> Walls to Windload Frame - #14 Self-Drilling Screws Seal Washers Grade 410/SS <br /> Wall to Wall - 3/8"-16 Bolts Flat Washers Hex Nuts Grade 5/Zinc <br /> Enclosure to Fuel Tank - 1/2"- 13 Bolts Flat Washers Nylock Nuts Grade 18-8/SS <br /> Base/Tank to Concrete Slab - 1/2"-13 Bolts Flat Washers Grade 5/Galt'. <br /> Door Frame to Enclosure - 1/4"-20 Bolts Flat Washers Nylock Nuts Grade 410/SS <br /> Door Hinge to Door Frame - #10-32 Bolts Flat Washers #10-32 Nutserts Grade 18-8/SS <br /> Intake Scoup - 1/8"Rivets Grade 410/SS <br /> Gravity Damper - #14 Self-Drilling Screws Seal Washers Grade 410/SS <br /> Silencer to Windload Frame - 3/4"-10 Rods Flat Washers Hex Nuts Grade 18-8/SS <br /> Specification Requirements <br /> Wind Speed - 200 mph (Greater of Design or Site) . . . <br /> Exposure Category - D <br /> Risk Category - IV V7 <br /> Ground Snow Load (P9 Fig 7.1) - 0 psf 10/2/2018 <br /> Ice Thickness(t Fig 10-2 to10-6) - 0.25 in <br /> and Concurrent Wind Gust(V,)- 30 mph <br /> Seismic Site Class D Matthew T. Baldwin, P.E. <br /> Page 1 Florida License#64608 <br />