Laserfiche WebLink
RTU PER <br />MECHANICAL <br />#8 SS TEK SCREWS AT EA ACCESS HOLE, (4) <br />SCREWS EA SIDE OF UNIT, (16) TOTAL <br />CURB ADAPTER PER <br />MECHANICAL, 18 GA MIN <br />(4)#8 SS TEK SCREWS AT EA SIDE OF THE CURB <br />ADAPTER TO (E) CURB BELOW, (16) TOTAL <br />ANCHORAGE OF CURB TO WOOD ROOF <br />STRUCTURE UNKNOWN, A CONSERVATIVE <br />ASSUMPTION OF (4)#10xY SCREWS TOTAL WAS <br />USED IN THE STRUCTURAL CALCULATIONS <br />OF <br />/2 2 <br />�7388 <br />s L <br />Page 22 of 24 <br />(E) ROOF SHTG <br />(E) 16" TRU: <br />24"O/C, <br />(E) LIGHT GAUGE CURB, <br />18 GA MIN ASSUMED. <br />K I N G WO R KS <br />STRUCTURAL <br />ENGINEERS <br />600 Dupont St, Suite B 360.714.8260 <br />Bellingham, WA 98225 www.king-works.com <br />WIND & SEISMIC ANCHORAGE DETAIL <br />PORT OF EVERETT <br />- MARINA VILLAGE RTU REPLACEMENT <br />Project number 22100 <br />SSK-02 <br />Date 05/27/2022 <br />Drawn by JT <br />Checked by BJ <br />Scale 1 1/2" = 1'-0" <br />© copyright Kingworks Consulting Engineers PLLC: 2021 <br />5/27/202211:00:04 AM <br />