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C cM <br /> ENGINEERING <br /> NEW OR EXIST SHEATHING& NEW OR EXIST SHEATHING& 250 4TH AVE. S., SUITE 200 <br /> NAILING PER PLAN&SHEAR NAILING PER PLAN&SHEAR EDMONDS,WASHINGTON 98020 <br /> NEW OR EXIST SHEATHING& PHONE (425) 778-8500 <br /> WALL SCHEDULE(EXIST WALL SCHEDULE(EXIST DECKING AND NAILING NAILING PER PLAN&SHEAR FAX (425) 778-5536 <br /> SHEATHING TO REMAIN AT SHEATHING TO REMAIN AT PER FLOOR FRAMING WALL SCHEDULE(EXIST <br /> NON-SHEAR WALLS) NON-SHEAR WALLS) PLAN NOTES <br /> SHEATHING TO REMAIN AT <br /> NON-SHEAR WALLS) <br /> SIMPSON DTT2Z <br /> FAnMPE�R <br /> @ 4'-C"OC W/ <br /> 1/2"0 THRU BOLT <br /> NEW OR EXIST SHEATHING& NEW OR EXIST SHEATHING& �� \NAILING PER PLAN&SHEAR NAILING PER PLAN&SHEAR JOIST PER PLAN XIST JOIST DECK JOISTS PER PLAN W/ `JOIST PER PLAN <br /> WALLSCHEDULE(EXIST WALLSCHEDULE(EXIST SIMPSON LUS HANGER <br /> 14 SHEATHING TO REMAIN AT SHEATHING TO REMAIN AT I_ A35 PER PLAN&SHEAR N&SHEAR PT 2x LEDGER W/(2) A35 PER PLAN&SHEAR <br /> NON-SHEAR WALLS) NON-SHEAR WALLS) WALL SCHED(24"OC AT WALL SCHED(24"OC AT 1/2"18 x 3.5"LAG WALL SCHED(24"OC AT <br /> NON-SHEAR WALLS) NON-SHEAR WALLS) SCREWS @ 16"OC NON-SHEAR WALLS) G' <br /> SIMPSON A35 S IMPSON A35 <br /> SILL PL NAILING I SILL PLNAILING �, pF w <br /> PER SHEAR 43gr�t�+- <br /> PER SW SCHED 1JI PER SW SCHED SILL PL NAILING PER SW SCHED EXIST SIAB ON GRADE ab �c <br /> I � t �I__ a <br /> PER SHEAR <br /> WALL SCHEDULE I} WALL SCHEDULE g <br /> AT SHEAR WALLS LOCATED PER PLAN, - AT SHEAR WALLS LOCATED PER PLAN, <br /> ---�---rT- VERIFY EXISTING 1/2"0 ANCHOR VERIFY EXISTING 1/2"0 ANCHOR _IT ZONAL <br /> 91 _ -I BOLTS @ 5'-0"OC OR PROVIDE TITEN I BOLTS @ 5'-0"OC OR PROVIDE TITEN AT SHEAR WALLS LOCATED PER PLAN, <br /> JOIST PER PLAN EXIST JOIST HD AB'S TO MATCH SIZE AND HD AB'S TO MATCH SIZE AND VERIFY EXISTING 1/2"0 ANCHOR 05121 <br /> SPACING SHOWN IN SW TABLE SPACING SHOWN IN SW TABLE BOLTS @ 5'-0"OC OR PROVIDE TITEN <br /> AT SHEAR WALLS LOCATED PER AT SHEAR WALLS LOCATED PER HD AB'S TO MATCH SIZE&SPACING <br /> =1 PLAN,VERIFY EXISTING 1/2"0 SHOWN IN SW TABLE <br /> --"=Tl"i PLAN,VERIFY EXISTING 1/2"� ---- <br /> =I ANCHOR BOLTS @ 5'-0"OC OR -I ANCHOR BOLTS @ 5'-0".00 OR <br /> PROVIDE TITEN HD AB'S TO PROVIDE TITEN HD AB'S TO -_ <br /> MATCH SIZE AND SPACING 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 B.JOIST PARALLEL TO WALL <br /> Q <br /> SECTION SECTION Q DECK CONN TO LEDGER K <br /> SCALE: 1"-V-0" L SCALE: 1"=V-0" <br /> a i <br /> V) w <br /> o d a <br /> COL TO EXTEND BELOW <br /> SHEATHING,NOTCH 10d @ 3"OC,TYP <br /> SHEATHING AROUND UJ <br /> COLAS REQ'D ¢N O <br /> O�� <br /> o g <br /> Y <br /> 0' <br /> Q <br /> DESIGN: RMK <br /> 2x BLKG(4)SIDES OF COL W/ EXIST FLOOR FRAMING DRAWN: LVW <br /> (3)16d INTO COL EA FACE CHECK: <br /> SIMPSON PC COL <br /> COL SPLICE AT CAP AT SPLICE JOB NO: 21267.10 <br /> FLOOR FRAMING DATE: 07/21/21 <br /> COL PER PLAN SIMPSON PB STANDOFF <br /> POST BASE <br /> SLAB ON GRADE <br /> Vj <br /> 5 <br /> o � <br /> J (�= g w J <br /> SIZE AND REINF m� izi <br /> PER PLAN 0 <br /> Q <br /> SECTION 4 ~w W <br /> � M <br /> w � O M <br /> N <br /> z j Li rn Z <br /> c l < O <br /> in = � Q <br /> w H- <br /> w N 0 <br /> Y w Z <br /> U N w D <br /> J M 7 O <br /> fn Ln w L-L_ <br /> SHEET: <br /> S3.2 <br />