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4 <br /> PB Structures, PLLC Garage Remodel Job No. 22095 <br /> Peter M Blakely, SE, Member 1102 Wetmore Ave 09/30/22 <br /> WA License 46754 Everett,WA 98201 <br /> Page 1 <br /> Structural Calculations <br /> Dead and Live Loads FLOOR LOADS WALL LOADS <br /> ROOF LOADS 2.5 FLOORING 2.0 SIDING <br /> 2.5 ROOFING 3.0 SHEATHING 2.1 SHEATHING <br /> 2.5 SHEATHING 0.5 MEP 2.0 INSULATION <br /> 1.0 MEP 0.7 MISC 0.4 MISC <br /> 2.0 INSULATION 2.3 CEILING 2.8 GYP BOARD <br /> 1.0 MISC 1.0 JOISTS 1.7 STUDS <br /> 2.0 CEILING 10.0 PSF TO JOISTS 11.0 PSF <br /> 2.0 RAFTERS 2.0 BEAMS AND GIRDERS <br /> 13.0 PSF TO RAFTERS 12.0 PSF TO GIRDERS Deck Loads <br /> 2.0 BEAMS AND GIRDERS 40.0 PSF LIVE LOAD 6.0 Decking <br /> 15.0 PSF TO GIRDERS 3.0 Sheathing <br /> 25.0 PSF GROUND SNOW LOAD 2.0 MISC <br /> 25.0 PSF ROOF SNOW LOAD o� o 2.0 JOISTS <br /> ' �IVBI <br /> A . 10.0 PSF TO JOISTS <br /> al*• � � 2.0 BEAMS AND GIRDERS <br /> Risk Category= II ASCE 7-16 ', ? 12.0 PSF TO GIRDERS <br /> I snow= 1.00 Table 1.5.1 �� „ � �� 60.0 PSF LIVE LOAD <br /> ice= 1.00 � <br /> I wind= 1.00 <br /> I seismic= 1.00 <br /> Seismic Loads Per Section ASCE 7-16,Section 12.14: Simplified Alternative Structural Design <br /> Criteria for Simple Bearing Wall or Building Frame Systems <br /> S1= 0.429 <br /> Sds= 0.965 Default Soil Type D Sd1= NA <br /> Seismic Design Category= D1 Table 11.6-1 (Design Category E if S1>0.75) <br /> Resp. Mod. Coef R= 6.5 Table 12.14-1 Light Frame Sheathed Wood Walls <br /> Number of Stories above Grade= 2 <br /> F= 1.1 Section 12.14.18.1, F=1.0 for 1 story, 1.1 for 2, 1.2 for 3 <br /> (V/W) ULT= 0.16 12.14-12 (V=F*Sds/R) <br /> (V/W)ASD= 0.11 0.7 *ULT <br /> PO BOX 354, MAPLE VALLEY,WA 98038 <br /> 425.691.0443/pete.pbstructures@gmail.com <br /> 22095 1102 Wetmore Ave Structural Calcs Pages 1-3 09.30.22 <br />