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SIMPSON ECCQ, U.N.O. 6x6PT HF#1 A — <br /> HOLDOWN POST <br /> PER PLAN. (2)2x <br /> MINIMUM c t N E <br /> MSTC48B3 STRAP <br /> TS 6X6X3/16 X 3'-0" LONG PER PLAN C - <br /> 1" WEEP HOLE W/ (4) 1 " 0 X 3" SDS p K O <br /> BEAM PER PLAN EACH SIDE SCREWS EACH FACE START NAILS 1Y2" UP <br /> POST PER PLAN o <br /> BASE PL 3/4" X 12 X 12 FROM END OF STUD J <br /> W/ (4) 3/4" 0 X 14" A307 B <br /> POST/BEAM (ONE SIDE) BOLTS <br /> 1" NON-SHRINK GROUT (5)16d NAILS FROM r FACE NAIL O <br /> F'c=3000PSI (MIN) KING STUD TO r) <br /> HEADER V) Lv r E <br /> - - 16d ® 8" o/c FROM BEAM PER PLAN Q Q�0 <br /> 16" X 16" CONC PLINTH W/ o KING STUD TO TRIM MSTC48B3 STRAP EACH � <br /> SIMPSON CCQ, U.N.O. BEAM PER PLAN FTG 4'-0" X 4'-0" (3) # 5 EA FACE & (3) # 4 N STUD END OF BEAM G E Y Q M <br /> X 12" THK W/ (6) # TIES t� 3 " O/C (TYP) H ?3 > <br /> POST PER PLAN 4 EACH WAY, TOP TRIM STUD/POST PER PLAN. (2)2x ILL U) Fr 0 <br /> & BOT MINIMUM. SEE PLAN FOR HOLDOWN <br /> POST/BEAM (TWO SIDES) REQUIREMENTS AT BASE '' ; '` * Q z 3 <br /> o 3„ ';� O >O 3 <br /> TYP. POST TO BEAM CONN. HOEDOWN AT BEAM s ".: . .. "'w 0 3 <br /> � ALTERNATE POST / MOMENT FOOTING CONN. 3 <br /> ®DOUBLE TOP PLATE W/ EDGE NAILING ©HOLDOWN PER SCHEDULE AND <br /> (STAGGER) PLAN (HDQ8-SDS3 SHOWN) O <br /> ®SHEARWALL EDGE NAILING AT ALL PANEL <br /> EDGES. BLOCKING AT ALL PANEL EDGES <br /> ® <br /> WHERE APPLICABLE. COORDINATE ALL STUD AND + <br /> (DEDGE NAILING TO HOLDOWN POST (FULL PLATE SIZES w/ SHEARWALL (/) <br /> HEIGHT) STAGGER INTO DOUBLE STUDS SCHEDULE REQUIREMENTS - <br /> ®STUDS ® 16" ON CENTER OJ EDGE NAILING TO POSTS, TRIM <br /> STUDS, AND KING STUDS Y <br /> U <br /> ®PRESSURE TREATED SILL PLATE WITH (9)BEARING STUD FOR o r <br /> EDGE NAILING AND ANCHOR BOLTS PER HEADER N m <br /> SHEARWALL SCHEDULE. a I <br /> ®TOP PLATE SPLICE NAILING TO BE (8) 16d I <br /> NAIL FLOOR SHEATHING <br /> TO DRAG STRUT/BEAM SINKERS (MIN). LAP 48" MINIMUM. <br /> DRAG TRUSS w/10d O 6 o/c <br /> CENTER SPLICE ON STUD. z a LLJo zo <br /> PER PLAN MS737 BEAM TO TOP PLATE caTD. ASH oARWALL ELEVATION W/0 RIM m� ow <br /> zOf <br /> LTP4/A35 FROM <br /> DRAG TRUSS TO <br /> TOP PLATE. SHEAR ALL PER PLA <br /> SPACING PER PLAN <br /> SHEARWALL LLJ <br /> PER PLAN i ) <br /> 0 <br /> IJ N N <br /> r 00 <br /> 0)nDRAG TRUSSZTOP PLATE DRAG STRUT/WALL CONNECTION � w� <br /> CONN. " �u _ <br /> � <br /> J n LLI <br /> � rlw <br /> Jew <br /> Q <br /> U <br /> 5 rcovrNc <br /> y <br /> 34383 <br /> Qn,�.IShR� <br /> �ONALE�+ <br /> \�,�E�RAL2�tlLY <br /> Drawn By. CHRIS <br /> Checked By:CHRIS <br /> Date:02-22-22 <br /> SDA JOB NO. <br /> 9476 <br /> STRUCTURAL <br /> DETAILS <br /> S- 3. 0 <br />