Laserfiche WebLink
L <br />/11� l <br />1 1 BASEMENT STRUCTURAL PLAN Vx.n 1 FIRST FL STRUCTURAL PLA i v <br />1/4"= 1'-0" 1/4" = - - - W) <br />( % A'eo(1z7e6' 'WS121-v r-'u eg"t px/o <br />lO 6 X 6 COLUMN HEM FIR #2 OR BETTER <br />2O 4 X 4 COLUMN HEM FIR #2 OR BETTER <br />a BEAM - 4 X 16 HEM FIR #2 OR BETTER - BEAM TO BE UPTURNED INTO CEILING CAVITY <br />4a BEAM - 6 X 12 HEM FIR #2 OR BETTER - BEAM EXPOSED BELOW CEILING <br />BEAM - 6 X 12 HEM FIR #1 OR BETTER - BEAM EXPOSED BELOW CEILING <br />BEAM - 6 X 12 HEM FIR SELECT STRUCTURAL - BEAM EXPOSED BELOW CEILING <br />7Q 4 X 4 POST FROM ABOVE <br />8O PC6Z POST CAP/BASE - SIMPSON STRONG -TIE <br />\� HBC POST BASE - SIMPSON STRONG -TIE o te a/ i "oo5,7- Fig ogAle <br />10 LCE4 POST BEAM TIE EA. SIDE - SIMPSON STRONG -TIE <br />1 1 WP TOP FLANGE OFFSET RIGHT BEAM HANGER- SIMPSON STRONG -TIE <br />12 HWP TOP FLANGE BEAM HANGER - SIMPSON STRONG -TIE <br />13 WP TOP FLANGE OFFSET LEFT BEAM HANGER SKEWED 15 DEGREES-SIMPSON STRONG -TIE <br />14 BEAM - 6 X 12 HEM FIR #2 OR BETTER - LOCATE BEAM IN CEILING CAVITY <br />15 A35 FRAMING ANCHOR EACH SIDE OF BEAM - SIMPSON STRONG -TIE <br />PROJECT <br />5208 33RD AVENUE WEST <br />EVERETT, WA 98203 <br />EVERETT, WA 93203 <br />DESIGN TEAM <br />GENERAL <br />DATE: September 30, 2020 <br />PROJECT NO: 20433.01 <br />MANAGER: <br />DRAWN: <br />CHECKED: <br />REVISION <br />NO. DATE ISSUE <br />STAMP <br />TITLE <br />SHEET NUMBER <br />('aT Y OF EVEEREI'T <br />