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Project: POE Central Marina Fuel Dock By: NAP <br /> 1qJff Location: Everett,WA Date: 3 8 2023 <br /> Checked By: <br /> Lateral Element Design Date: <br /> The following provides the design calculations for the shear walls and diaphragm. <br /> References <br /> International Building Code 2018 <br /> ASCE 7-16 Minimum Design Loads for Buildings and Other Structures <br /> AWC NDS 2018 <br /> ANSI/AWC SDPWS-2018 <br /> Shear Wall Design SDPWS Table 4.3A <br /> Sheathing material Structural I Panels Blocked <br /> Min. nominal panel thickness 15/32" <br /> Min.fastener penetration 1 3/8" <br /> Fastener type&size 8d <br /> Edge fastener spacing 4" <br /> Nominal unit shear capacity 1205 plf <br /> Safety factor 2.0 SDPWS 4.3.3 <br /> Design shear capacity 602.5 <br /> Attendand building demands <br /> North &South walls 512 plf <br /> West wall 565 plf <br /> Vending shelter demands <br /> North &South walls 94 plf <br /> West wall 470 plf <br /> D/C 94% OK <br /> Shear Wall Anchorage Design <br /> Anchor spacing 24 in <br /> Maximum design shear load (LRFD) 942 plf =shear wall demand/0.6 <br /> Maximum anchor shear 1883 Ibs <br /> Maximum design uplift load (LRFD) 4017 Ibs see sketch <br /> Anchortype Hilti KWIK BoltTZ <br /> Anchor size 0.500 in <br /> Anchor embedment 2.000 in <br /> Anchor capacity 2130 Ibs cracked,4ksi concrete <br /> D/C 88% OK <br /> 1/2 <br />