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A I B I C I D I E I F I G I H I J I K <br /> �-PL NAILING PER SHEAR <br /> WALL SCHED _ -_ <br /> PA <br /> SHEAR WALL BN SHEAR WALL--� BN \�_ �F <br /> SHEAR WALL \ / I H e'lim <br /> BEARING CLIP ft.............. - — I v <br /> gN EN -I�- <br /> TOPPING IN —TOPPING �� PER TRUSS I °' <br /> EN— ��FLLOORSHEATHING �� / —FLOOR SHEATHING design group <br /> / Plan View <br /> SHEATHING PER PLAN <br /> ` \ I 1/2" ���BEAM 2 <br /> LSL RIM I 2.BLOCK TO TOP PLATE <br /> IIIt C-4 <br /> w/FRAMING CLIPS PER / HSS COL---- - 4 1/2" C <br /> -� SHEAR WALL SCHED / M/F.RICMI INSTIMEOF nRC1111FCT5 <br /> - -i <br /> IN <br /> t <br /> j \ BLKG /� \ 1/4 - r4 <br /> IN \---'FLOOR lO15T / —FLOOR JOIST 1/4 e <br /> EN \V/ <br /> SHEAR WALL OR BEAM I I KERF PL 3/8 w/(2)5/8"0 BOLTS <br /> SHEAR WALL-------�-- - PER PLAN(WALL SHOWN) I <br /> SHEAR WALL SEAT PL 3/8 <br /> OPEN-WEB WOOD I I <br /> JOIST PER PLAN HELIX DESIGN GROUP,INC <br /> T ical I-Joist Pprn Typical I-Joist Perp at Interior Wall T icaI O en-Web Joists Per T ical Wood Beam to HSS Column UND <br /> Scale: 1 1/2"=1'-0" Z Scale: 1 1/2"=V-0" 3 Scale: 1 1/2"=1'-0" 4 Scale: 1 1/2"=V-0" ; I <br /> SAHL <br /> 1201 Fast Avenue South,Suite 310 <br /> Seattle.Washington 98134 <br /> ��- SHER WALL E ON 206-402.5156 www.lundopsahl.mm <br /> SHEAR WALL----- SHEAR WALL---- WHERE OCCURS ( 2x BLOCKING <br /> EN BN <br /> EN i /.—BN �—TOPPING /—BN / TOPPING SHEATHING PER PLAN 'BIN Ot, q(11 <br /> r <br /> JOIST PER PLAN > n�u'�s�A,40 <br /> FLOOR SHEATHING �-FLOOR SHEATHING WEB STIFFENER—�� \ •''b" - n <br /> 3/4"0 HS @ 18"OC z <br /> CONT WOOD NAILER <br /> ( <br /> lSl.RIM 1 / 47 16d NAILS <br /> j —(4)16d NAILS -- <br /> / HSS PER PLAN <br /> f0�1�f�201� <br /> Nailer at HSS Section <br /> f LSL RIM TJI PER PLAN— -_ <br /> \ FLOOR JOIST FLOOR JOIST <br /> ' Y 2x BLKG 0 24.OC w/ _-� \—2x BLKG 024"OC W/ JOIST HANGER 6 <br /> EN I (4)SHEATHING NAILS EN (4)SHEATHING NAILS PER PLAN <br /> SHEAR <br /> SHEAR WALL ! WALL <br /> I <br /> I BEAM PER PLAN <br /> T ical I-Joist Parallel ical I-Joist Parallel at Interior Wall Framin at Dro Beam Typical Wood Nailer <br /> 5 Scale: 1 112"=1'-0" &Lsule: 1 1/2"=V-0" 7 Scale: 1 1/2"=1'-0" B Scale: 1 1/2"=V-0" 7 STRUCTURAL <br /> WOOD DETAILS <br /> Section i—DOUBLE TOP PL <br /> BEAM PER PLAN <br /> BLKG <br /> C / SNTG PER PLAN <br /> i <br /> f <br /> i ( I 8 <br /> ( --- Plan <br /> MSTC28 BEYOND \—DEL TOP PL _{ I HSS POST PER PLAN <br /> CTR ON BM—� 33/166y--�J <br /> L L 114 Wb ,8" —== <br /> (4)5/16'HOLES FOR 2' <br /> BM PER PLAN <br /> SIMPSON SOS SCREWS { (6)S/16"HOLES FOR 2" <br /> I SIMPSON SDS SCREWS 1/4 11/2'1" REVISION DATE <br /> + + ._...._ TYP <br /> PL 1/4"x S',SEE NOTE 1 + + 4 APA RATED SFRG FILLER <br /> 7-7 ~ J P PL 3/8'x 5 1/2 x 10 w/(4) <br /> l 1/4"x S",SEE NOTE 1 a l6d 0 16'OC <br /> 1/2"�I �}p,�_ I \yy� I I O ¢ � ��114^0x3'SDS SCREWS 9 <br /> 4. <br /> S A.9 BUNDLED STUDS TO 0. <br /> MATCH BM WIDTH,UNO DATE JOB-01 <br /> At End of Beam At Continuous Beam Section FULL HEIGHT STUD 10/14/2022 22-133 O1 <br /> NOTE. EA SIDE OF BM Cap Plate Plan <br /> 1. IN LIEU OF FABRICATED POST CAP,BUILDER MAY SUBSTITUTE.SIMPSON CCOQ POST CAP WITH ARCHITECT AND ENGINEER APPROVAL, <br /> 9 Typical Wood Beam over HSS Column 01Tpical Beam Pocket into Stud Wall HSS to To Plate Connection S 602 <br /> Scale: 1 1/2"=1'-0" Stale: 1 1/2"=1'-0" Scale: 3"=1'-0" �� <br /> DRAWING NO. <br /> HE11 DESIGN GROUP,BJC:u�,yrn <br /> A I B I C I D I E I F I G I H I J I K z r,Fl.4uFa9Sld6xunentnrryoe <br /> [caoaxm ksrq'lam abyay mem[wllhPil <br /> wm6>b+!n w.tra Lan f bG Ceum 6mm. <br />