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SIMPSON ECCQ, U.N.O. 6x6PT HF#1 HOLDOWN POST F 115 h <br /> �p <br /> PER PLAN. (2)2x <br /> MINIMUM <br /> MSTC4883 STRAP <br /> PER PLAN C <br /> TS 6X6X3/16 X 3'-0" LONG <br /> 1" WEEP HOLE W/ (4) 1 " 0 X 3" SIDS START NAILS 1N�" UP <br /> BEAM PER PLAN EACH SIDE SCREWS EACH FACE <br /> POST PER PLAN o BASE PL 3/4" X 12 X 12 FROM END OF STUD J <br /> I W/ (4) 3/4" 0 X 14" A307 B <br /> POST/BEAM (ONE SIDE) BOLTS U <br /> 1" NON—SHRINK GROUT (5)16d NAILS FROM c FACE NAILS: O <br /> /`_—F'c=3000PSI (MIN) KING STUD T HEDDER i' v) j o N E <br /> • ' — — 16d ® 8" o/c FROM BEAM PER PLAN 00 o <br /> 16" X 16" CONIC PLINTH W/ o KING STUD TO TRIM MSTC4883 STRAP EACH G w Q r� <br /> SIMPSON CCQ, U.N.O. BEAM PER PLAN FTG 4'-0" X 4'-0" (3) # 5 EA FACE & (3) # 4 iv STUD END OF BEAM U N <br /> TIES 3 " 0/C (TYP) TRIM STUD/POST PER PLAN. (2)2x <br /> POST PER PLAN X 12"EACH <br /> W/ (6) # Q) <br /> 4 EACH WAY, TOP MINIMUM. SEE PLAN FOR HOLDOWN " + a m <br /> & BOT REQUIREMENTS AT BASE ; • ''`' ;; 0 O Z 3 <br /> POST/BEAM�TWO SIDES) 3" O w O 3 <br /> HOEDOWN AT BEAM �', :;.' ;;,: :s '.;:7 ' :. �f::.•. ;::.' ,:��;;'., ; o "' 3 <br /> 1 <br /> TYP. POST TO BEAM CONN. ALTERNATE POST / MOMENT FOOTING CONN. 3 '` <br /> ®DOUBLE TOP PLATE W/ EDGE,NAILING ©HOLDOWN PER SCHEDULE AND U <br /> (STAGGER) PLAN (HDQ8—SDS3 SHOWN) <br /> ®SHEARWALL EDGE NAILING AT ALL PANEL <br /> EDGES. BLOCKING AT ALL PANEL EDGES (9 COORDINATE ALL STUD AND +' <br /> WHERE APPLICABLE. PLATE SIZES w/ SHEARWALL V) <br /> ©EDGE MAILING TO HOLDOWN POST (FULL SCHEDULE REQUIREMENTS <br /> HEIGHT) STAGGER INTO DOUBLE STUDS <br /> ®STUDS ® 16" ON CENTER OJ EDGE NAIUNG TO POSTS, TRIM y <br /> STUDS, AND KING STUDS O <br /> PRESSURE TREATED SILL PLATE WITH (E)BEARING STUD FOR o >- <br /> EDGE NAILING AND ANCHOR BOLTS PER HEADER N m <br /> SHEARWALL SCHEDULE. a I <br /> ®TOP PLATE SPLICE NAILNG TO BE 8 <br /> ( ) 18d ! <br /> SINKERS (MIN). LAP 48" MINIMUM. <br /> NAIL FLOOR SHEATHING w <br /> TO DRAG STRUT/BEAM Q <br /> ./10d a V o% CENTER SPLICE ON STUD: Z 0 0 <br /> DRAG TRUSS STD. SHEARWALL ELEVATION W/O RIM 25 N <br /> PER PLAN 4 SCALE: =1 —0" O w I I Z Ld <br /> MST37 BEAM TO TOP PLATE <br /> LTP4/A35 FROM <br /> DRAG TRUSS TO SHEAR ALL PER P <br /> TOP PLATE. <br /> SPACING PER PLAN V) <br /> LLJ <br /> SHEARWALL I � <br /> PER PLAN F—o <br /> LJ J 0 N <br /> 0- >-00 <br /> 5 DRAG TRUSS TOP PLATE 6 DRAG STRUT/WALL CONNECTION <br /> CONN. <br /> � 0W <br /> r <br /> Q <br /> U <br /> COVt\ <br /> 0¢yR cf wAsy�Hco <br /> TONAL <br /> tP,4"Ij2QALY <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 />