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g <br />NOTE #1 <br />ZEN <br />U1-BAT <br />5'-1"X S'- " <br />53 50 -IT43 5a FT <br />3 1 /2" x 11 1/8" <br />L51- RIM <br />MR <br />16" O.G. ; t <br />U 1-5TORA6E <br />5'-1" X 5-11" <br />36 $a FT <br />30 50 <br />FT <br />�HUS Hang <br />NOTE <br />U1- n X <br />�TORA E n <br />1"X2'5' jp N 50 T (n �- <br />5a Cn <br />11 7/6" TJ 1 360 <br />@16 O.G. <br />U1-ENTRY <br />3'-6" X 22"1" <br />1054 a FT <br />'10 .,a FT <br />U1-OFFICE <br />10'-T" X 13'-6" <br />160 50 FT <br />143 50 FT <br />m <br />G <br />NOTE #2 <br />< �3 <br />b <br />5 1 x OIS" P5L IMs 54.2 <br />V-___-___-- <br />5` <br />SN2 4 4 5Pq2 <br />------ ----- <br />4 O 5N2 Q <br />NOTE #2 <br />J <br />Provide 4x4 OF #2 Blocking <br />Under 5hear I^6all Above <br />r <br />— — — — — — <br />x <br />11 1/1 " TJI 310 <br />@ 16 O.G. <br />1 1/2" x 11 10' LVL @ <br />Ln <br />Hold -Down Strap Above <br />54.2 <br />3 1/2" x 11 1/8" 1-51- RIM <br />3 1/2" x 11 1/6" L5L RIM <br />NOTE #1: 4x6 OF#2 P05T w/ ECG CAP & GB5 P05T BA5E <br />P05T 5HALL BE CONTINIOU5 DOYNN TO FOUNDATION. <br />AT LOGATION V14HERE TWO MEAN5 INTER5EGT AT P05T <br />PROVIDE EGGL GAP <br />2nd--FLa2R-; LAI <br />1 /4"= V-00" <br />6 <br />54.2 LSL RIM <br />5 1/4 x 11 1/5" P5L (HEADER FOR <br />EXTENT 5HON ) <br /><5� 5Vi6 <br />1 /2 x 11 1/5" LVL <br />@ 16' O.G. <br />(Rip to deck <br />5 1/3"xl1 <br />NOTE #1 <br />HU5 Hang <br />3 1/2' 1"l1 1/8" P51- <br />5 1/4" x 11 1/8" P5L <br />NOTE #1 <br />U2-OFFICE <br />T' 9 X 15'-1 <br />129 5a FT <br />113 5a FT <br />11 1/8" TJI 560 <br />1 <br />le O.G. <br />54.2 <br />U2-CL05ET <br />4'-1^X2'-1" <br />U2-ENTRY <br />3'-6" X 22'-5" <br />2 5a FT <br />91 5a FT <br />995a FT <br />— <br />WO <br />n- <br />m N <br />15 1/4" x 11 1/6" P5L <br />NOTE #1 <br />—UP <br />U2-BATH <br />7 9" X 6'-0" <br />56 50 FT <br />46 50 FT <br />4 <br />5 1/4" x 11 1/6" P5L RIM <br />� <br />54 <br />�.2 <br />For Extent 5hown <br />6 <br />\+6 <br />kn <br />IL <br />Provide 4x4 OF #2 Blocking <br />Under 5hear kNall Above X <br />i— <br />YV18x65 <br />(Camber 5/4") <br />1 1/2"xl1 1/5" LVL @ <br />Hold Down Strap Above <br />m <br />I <br />w <br />_ <br />_ <br />I <br />I <br />I <br />I <br />) <br />x <br />I <br />I <br />� <br />a <br />I <br />I <br />;�3 <br />I <br />I <br />rI <br />r <br />, <br />6 <br />6®� <br />54.2 <br />lU � I <br />ti <br />_ I <br />X <br />�• <br />� I <br />I <br />® I <br />Q <br />_ I <br />r ' i <br />r <br />3 <br />I <br />I <br />i <br />I <br />r -J <br />6 <br />I <br />I <br />� I <br />I <br />r I <br />X <br />I <br />bow _ 1/2"x11 1/8" LVL @ <br />Hold Down Strap Above <br />i <br />Typ. @ Post <br />54.2 <br />V I <br />I <br />I <br />I <br />I <br />I <br />5 1/2" x 11 1/8" 1-51- RIM <br />3 1/2" x 11 1/5" 1-51- RIM <br />NOTE #2: M5T60 STRAP BETWEEN BEAM & DOUBLE TOP PLATE, <br />U5E FULL NAILING <br />PROVIDE CONT. 6M5T16 <br />250 4Ti-I AVE S. STE 200 <br />EDMONDS, VVA 98020 <br />425.778.8500 <br />STR-',JCTURAL REVIEW <br />THIS DRAWING a iAS BEEN REVIEWED <br />FOR CONFORMANCE WITH <br />STRUCTURAL. REQUIREMENTS <br />INDICATED IN THE ATTACHED LETTER <br />AND/OR CALCULAT1ONS. <br />BY: Dirk Rogstad <br />9013 n: 20064.10 DATE: 03.11.2020 <br />� <br />_ <br />0 <br />0 <br />.- <br />O <br />al <br />�. <br />a <br />•r <br />� �Cy <br />f'f <br />tx'a L'aa;. <br />d <br />W <br />Y <br />a <br />� �za <br />4s <br />r <br />S <br />t„ <br />T d <br />'1 <br />a <br />x <br />Y <br />' <br />� <br />O <br />2019 <br />1� <br />E <br />az <br />01, <br />73 <br />NA 6 <br />