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I <br /> ENGINEERING <br /> NEW OR EXIST SHE HING& NEW OR EXIST SHEATHING& 250 4TH AVE. S.. SUITE 200 <br /> NAILING PER PLAN&AT SHEAR NAILING PER PLAN&SHEAR EDMONDS, WASHINGTON 98020 <br /> WALL SCHEDULE(EXIST WALL SCHEDULE(EXIST DECKING AND NAILING NEW OR EXIST SHEATHING& PHONE (425) 778-8500 <br /> SHEATHING TO REMAIN AT SHEATHING TO REMAIN AT NAILING PER PLAN&SHEAR FAX (425) 778-5536 <br /> PER FLOOR NAILING WALL SCHEDULE(EXIST <br /> NON-SHEAR WALLS] NON-SH"cAR WALLS) PLAN NOTES SHEATHING TO REMAIN AT <br /> 4/ -_ -..- SIMPSON D72Z NON-SHEAR WALLS) <br /> @ 4'-0"OC W/ <br /> 1/2"0 THRU BOLT <br /> NEW OR EXIST SHEATHING& NEW OR EXIST SHEATHING& - -- - - L \, <br /> NAILING PER PLAN&SHEAR NAILING PER PLAN&SHEAR - �� I <br /> JOIST PER PLAN EXIST JOIST DECK JOISTS PER PLAN W/J <br /> WALL SCHEDULETO REMAIN <br /> WALL SCHEDULE(EXIST JOIST PER PLAN <br /> SHEATHING TO REMAIN AT SHEATHING TO REMAIN AT SIMPSON LUS HANGER \ <br /> NON-SHEAR WALLS) NON-SHEAR WALLS) A35 PER PLAN&SHEAR A35 PER PLAN&SHEAR PT 2x LEDGER W/(2) `-A35 PER PLAN&SHEAR <br /> WALL SCHED(24"OC AT WALL SCHED(24"OC AT WALL SCHED(24"OC AT <br /> 1/2"0 x 3.5"LAG <br /> CREWS <br /> SIMPSON A35 SIMPSON A35 PER SW SCHED PER SW SCHED SILL PL NAIL N @ 1 5 OC l NON-SHEAR WALLS) Q.G. <br /> NON-SHEAR WALLS) NON-SHEAR WALLS) <br /> _ SILL PL NAILING �rr,, <br /> SILL Pl.NAILING og of xag�`ry <br /> W SCHED EXIST SLAB ON GRAD'c R� ~T, <br /> PER SHEAR -�PER SHEAR I ! o c� <br /> WALLSCHEDULE WALL SCHEDULE <br /> AT SHEAR WALLS LOCATED PER PLAN, AT SHEAR WALLS LOCATED PER PLAN, '•' 3053�Sc1' <br /> NG 1/2"0 ANCHOR y. <br /> JOIST PER PLAN f EXIST JOIST _- HD AB IS TO MATCH SIZE AND HD ABS TO MATCH <br /> OR PROVIDE TITEN VERIFY EXISTING 1/2 LOCATED PER PLAN, <br /> VERIFY EXISTING 1/2"0 ANCHOR VERIFY EXISTING - IONAL L BOLTS.@ 5'-0"OC OR PROVIDE TITEN BOLTS @ 5'-0 <br /> SHOWN <br /> I SIZE AND BOLTS @ 5'-0HEAR OC OR PROD ANCHOR <br /> SPACING SHOWN IN SW TABLE SPACING SHOWN IN SW TABLE WALLS VIDE TITEN <br /> -- HD AS'S TO MATCH SIZE&SPACING AT SHEAR WALLS LOCATED PER AT SHEAR WALLS LOCATED PER SHOWN IN SW TABLE J PLAN,VERIFY EXISTING 1/2"0 PLAN,VERIFY EXISTING 1/2"0 - - - <br /> - ANCHOR BOL75 @ 5'4"OC OR - ANCHOR BOLTS @ S'-0"OC OR <br /> - PROVIDE TITEN HD AB'S TO - PROVIDE TITEN HD AS'S TO - - - - <br /> MATCHSIZEANDSPACING _ MATCH SIZE AND SPACING <br /> -- - SHOWN IN SW TABLE - - SHOWN IN SW TABLE <br /> A.JOIST PERPENDICULAR TO WALL B.JOIST PARALLEL TO WALL <br /> A.JOIST PERPENDICULAR TO WALL S.JOIST PARALLEL TO WALL Q <br /> SECTIONDECK CONN TO LEDGER g <br /> � SCALE: 1"=1'-0.1 \ ..SECTION 1"=1411 <br /> V SCALE: 1"=V-0" 0 m in . <br /> U <br /> W W W <br /> o a a <br /> COL TO EXTEND BELOW <br /> SHEATHING,NOTCH rl ti <br /> SHEATHING AROUND lOd @ 3"OC,TYF N iN <br /> COLAS REQ'D <br /> Ll <br /> �� <br /> fn <br /> Qp� <br /> Y. <br /> II � < III I <br /> i \ ` D•=SIGN: RMK <br /> Iffffff 2x BILKS(4)SIDES OF COL W/ `EXIST FLOOR FRAMING (DRAWN: LW✓ <br /> - (3)166 1\7C COL EA FACE I ~ <br /> CHECK: <br /> / SIMPSON PC CO'�. <br /> COL SPLICE AT / CAP.AT SPLICE JOB NO: 21267.10 <br /> FLOOR FRAMING J DATE: 07/21/21 <br /> COL PER PLAN SIMPSON PBSTANDOFF <br /> POST BASE <br /> S SLAB ON GRADE <br /> x z <br /> ��5 <br /> I e u e o�u <br /> I� <br /> LLJ <br /> SIZE AND REINF ro 0 J <br /> PER PLAN 0 Q <br /> m F— <br /> SECTION 0" LiM <br /> co <br /> Z � cy) z <br /> WQ Q 0 <br /> SHEET: <br /> so c2 v <br />