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� <br /> M i:�c -od� <br /> 1?OS 68`"SE <br /> Auburn WA 98092 <br /> www.ByDesignEng.com <br /> eS IS n 503314-1436 <br /> �;�ngineering A Revlt MEP B!M So/uffon Provlder norm@ByDesignEng.com <br /> April 24, 2013 <br /> Subject: Commercial Kitchen Rooftop Equipment Replacement- Support Slab Capacity <br /> Project Location: Ivars Restaurant, 1520 41�` St. Everett WA <br /> Attention: Jason Chute, Sea-Temp, 23444 30`" Ave 5. Suite 105 Kent Wa 98032 <br /> The existing Ivars facility is operating as a commercial kitchen. Based on the following <br /> documents the kitchen equipment is being replaced in kind. <br /> Urawings developed by Smith & Greene Company, dated 3/4/13 <br /> 1) M-0 Site Plan & Cover <br /> 2) M-1 Rooftop Placement & Front Elevation ' <br /> 3) M-1.1 Floor Plan Scope of Work <br /> 4) M-'L Captive Afre Plans <br /> Drawings developed by BCRA dated 7-25-2012 <br /> 1. G1.0 Cover Sheet <br /> 2. D2.01 Demolition Plan <br /> 3. A2.01 Floor Pian <br /> 4. A3.01 Door finish Schedule <br /> 5. A5.01 Reflected Ceiling Plan <br /> 6. A7,01 Exterior Elevations <br /> 7. A10.01 Interior [levations <br /> 8. A11.01 Interior Details <br /> Per Concrete Reinforcing Steel Institute Handbook <br /> Solid One-Way Slab — Single Span, f� = 300D psi, p=0.0050, span 14 ft X 14 ft. <br /> Slab 6 inch thick, boltom bar #5, 12 inch spacing, top bar #4 12 inch spacing, Temperature bar <br /> #4, 18 fnch spacing. <br /> The ulbmate usable load psfi = 1581bs. � <br /> Hence the slab is capable of supporting � 30,986 Ibs. (ultimate) <br /> The eGuipment weight sho��n on drawings totals <br /> eqidp pit support slab mvl Page 1 of 2 <br />