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° ° <br />Q• c • <br />42 DIA. 42 DIA. c a d <br />° 2'-0" MIN <br />CORNER <br />BAR SAME �2F� <br />42 DIA. SIZE & <br />2'-0" MIN. SPACING AS <br />42 QM42 DIA. HORIZ. WALL ELEVATION VIEW <br />I <br />2'-0 MN. 2'-0" MIN. ALTERNATE BAR REINF. <br />1 CORNER REINFORCEMENT DETAILS <br />®DOUBLE TOP PLATE W/ EDGE NAILING <br />©HOLDOWN PER SCHEDULE <br />(STAGGER) <br />AND PLAN (HDQ8-SDS3 <br />®SHEARWALL EDGE NAILING AT ALL PANEL <br />SHOWN) <br />EDGES. BLOCKING AT ALL PANEL EDGES <br />® COORDINATE ALL STUD <br />WHERE APPLICABLE. <br />©EDGE NAILING TO HOLDOWN POST (FULL <br />AND PLATE SIZES w/ <br />SHEARWALL SCHEDULE <br />HEIGHT) STAGGER INTO DOUBLE STUDS <br />REQUIREMENTS <br />® STUDS O 16" ON CENTER <br />Q EDGE NAILING TO POSTS, <br />®PRESSURE TREATED SILL PLATE WITH <br />TRIM STUDS, AND KING <br />EDGE NAILING AND ANCHOR BOLTS PER <br />STUDS <br />SHEARWALL SCHEDULE. <br />(g)BEARING STUD FOR <br />®TOP PLATE SPLICE NAILING TO BE (8) 16d <br />HEADER <br />SINKERS (MIN). LAP 48" MINIMUM. <br />CENTER SPLICE ON STUD. <br />STD. ARWALL <br />ELEVATION <br />5 W/0 iIM <br />1%2"COX OR 3fa" OSB ROOF SHEATHING. <br />NAIL w/ 8d O 6" o/c PANEL EDGE AND 8d <br />O 12" o/c PANEL FIELD <br />SIMPSON H2.5 EACH <br />OUTLOOKER TO GABLE EDGE NAILING <br />END TRUSS OUTLOOKER SPAN <br />�I <br />2x HF#2 OUTLOOKERS O <br />SIMPSON 'LU' 24" o/c - SIZE AND <br />COMMON HANGER SPAN PER TABLE <br />TRUSS SOLID BLOCKING <br />BETWEEN OUTLOOKERS <br />O BEARING <br />GABLE END <br />TRUSS <br />25 PSF SNOW LOAD <br />SIZE SPAN <br />2x4 FLAT 18" <br />2x6 FLAT 21" <br />2x4 33" <br />2x6 42" <br />(GABLE END OUTLOOKER <br />CONNECTION <br />POST PER PLAN/ <br />SCHEDULE (2-2x MIN) <br />HOLDOWN PER PLAN <br />ALL -THREAD ROD, <br />DIAMETER AND <br />EMBEDMENT PER <br />SCHEDULE <br />PRESSURE TREATED <br />SILL PLATE PER <br />SHEARWALL SCHEDULE <br />STEM WALL PER <br />FOUNDATION SCHEDULE <br />FOOTING PER PLAN <br />EXPANDED FOOTING FOR <br />HOLDOWN, TOP FLUSH <br />WITH TYPICAL FOOTING. <br />SEE HOLDOWN SCHEDULE <br />FOR 'de' & T' <br />DIMENSIONS, REINFORCE <br />w/ p4 O 6" ox. EACH <br />WAY TOP AND BOTTOM. <br />SECTION VIEW <br />'HDU' INSTALLATION w/ EXPANDED FOOTING <br />LEAR SPAN <br />NO NAILS <br />-DOUBLE STUD <br />OR PER PLAN <br />STRAP PER PLAN — <br />CENTER BETWEEN <br />FLOORS. <br />—FLOOR FRAMING <br />PER PLAN <br />DOUBLE STUD <br />OR PER PLAN <br />6 <br />FLOOR TO FLOOR <br />STRAP <br />NAIL ROOF SHEATHING TO <br />TOP CHORD w/ 8d 0 6" O/C <br />2x FLAT ® GABLE <br />IF SHEATHING IS NOT <br />BROKEN ON TOP PLATE, <br />USE A35 ® 12" O/C <br />SHEARWALL PER <br />EXPANDED <br />FOR <br />J NTH <br />4 ANCHOR <br />2x6 DOUBLE (8) 10d NAILS ON EA. SIDE <br />TOP PLATE <br />48"' <br />n TOP SILL PLATE SPLICE <br />30" min. ONE #4 REBAR <br />REBAR IN SHEAR CONE <br />LENGTH ^' (12" MIN. REBAR <br />W1 //2" MIN. LENGTH) <br />IVI CORNER <br />3 'STHD' INSTALLATION <br />r REV#1: 5-11-23 <br />WALL PER PLAN <br />SILL PLATE AND ANCHOR BOLTS PER <br />SHEARWALL SCHEDULE. (USE 2x6 P.T. SILL <br />PLATE W/ %" 0 J-BOLTS 0 48" O/C MIN.) <br />BACKFILL W/ POROUS <br />MATERIAL (TYP) <br />6" <br />FROST DEPTH <br />(18" MIN) <br />LAYERS OF 90# ' <br />.T OR EQUIVALENT <br />1B PER PLAN ' <br />`6" WALL w/ #4 BARS O <br />18" o/c EACH WAY. (2) <br />#4 BARS O TOP. HOOK <br />VERTICAL BARS INTO <br />FOOTING - ALTERNATE <br />HOOK DIRECTION. <br />4" 0 PERFORATED PLASTIC PIPE. CENTER) <br />IN ONE CUBIC FOOT OF FREE DRAINING DOTING PER <br />GRAVEL AND DRAIN TO APPROVED SCHEDULE <br />OUTFALL. <br />�FNDN/SHEARWALL CONN. <br />�,:_ (�RAL ONLY) <br />NOTE:THE LTP4 AND THE 3x BOTTOM PLATE MAY BE ELIMINATED FOR THE SHEAR CONNECTION <br />FOR SHEARWALL #'S 1-5 IF THE SHEATHING FROM THE SHEARWALL IS BROKEN ONLY AT THE <br />CENTER OF THE RIMJOIST AND NAILED TO THE RIMJOIST w/ (2) ROWS OF PANEL EDGE NAILING. <br />BREAK SHEATHING ON PLATE AS <br />SHOWN. SEE NOTE FOR ALTERNATE <br />SHEARWALL PER PLAN <br />(WHERE SPECIFIED) <br />SHEARWALL EDGE NAILING <br />(WHERE APPLICABLE) <br />LTP4 FROM BOTTOM PLATE <br />TO RIM JOIST PER SCHEDULE <br />(AT SHEARWALL ONLY) <br />LTP4 FROM RIM JOIST TO <br />TOP PLATE PER SCHEDULE <br />(AT SHEARWALL ONLY) <br />SHEARWALL EDGE NAILING <br />(WHERE APPLICABLE) <br />SHEARWALL PER PLAN <br />(WHERE SPECIFIED) <br />NAILING INTO RIM JOIST <br />(10d O 6" o.c. MIN) <br />6d O EA JOIST (USE <br />ADS}"x4r SCREWS FOR 3x <br />JOIST PER PLAN '(I -JOIST <br />SHOWN, SOLID SAWN SIMILAR) <br />14" RIM JOIST (MINIMUM) <br />(2) 16d NAILS O EACH <br />JOIST TO TOP PLATE <br />BREAK SHEATHING ON PLATE AS <br />SHOWN. SEE NOTE FOR ALTERNATE <br />SHEARWALL PER PLAN <br />DIAPHRAGM EDGE NAILING INTO <br />(WHERE SPECIFIED) <br />RIM JOIST (10d O 6" o.c. MIN) <br />SHEARWALL EDGE NAILING <br />16d O EA JOIST (USE SDSrx4r <br />(WHERE APPLICABLE) <br />SCREWS FOR 3x BOTTOM PLATES) <br />LTP4 FROM BOTTOM PLATE <br />2) BAYS OF JOIST BLOCKING O <br />TO RIM JOIST PER SCHEDULE <br />48" ox. w/ (3) 10d NAILS INTO <br />(AT SHEARWALL ONLY) <br />EACH BLOCK <br />LTP4 FROM RIM JOIST TO <br />TOP PLATE PER SCHEDULE <br />(AT SHEARWALL ONLY) <br />FLOOR FRAMING PER PLAN (I -JOIST <br />SHEARWALL EDGE NAILING <br />SHOWN, SOUD SAWN SIMILAR) <br />(WHERE APPLICABLE) <br />SHEARWALL PER PLAN <br />14" RIM JOIST (MINIMUM) <br />(WHERE SPECIFIED) <br />A34 FROM BLOCKING TO <br />TOP PLATE <br />JOISTS PERPENDICULAR JOISTS PARALLEL <br />EXT. SHEARWALL/JOIST CONNECTION <br />ym IM101 7-1311 mol 11111111i�7weln1 <br />NAIL SHEATHING TO NAIL ROOF SHTG <br />BLOCK W/ 8d ® 4" TO TOP CHORD w/ <br />o/c 8d ® 6" o/c <br />(4) 16d NAILS FROM <br />SHEATHING TO MATCH <br />p45' <br />BRACE TO BLOCK <br />SHEARWALL. NAIL TO <br />2x4 BLOCK 0 EACH <br />GABLE PER SCHEDULE. <br />DIAGONAL BRACE <br />2x4 DIAGONAL BRACE <br />BREAK SHEATHING ON <br />I ® 48".O/C <br />TOP PLATE ONLY <br />t <br />LATERAL BRACING IS <br />REQUIRED AT ALL GABLE <br />(4) 16d TOENAILS <br />END TRUSSES AND IS TO <br />INTO TOP PLATE <br />BE DETAILED BY TRUSS <br />MANUFACTURER <br />GABLE END/SHEARWALL <br />'" CONNECTION <br />fSHEATHING TO MATCH <br />SHEARWALL. NAIL TO GABLE PER <br />SCHEDULE.(WHERE 10d NAILS ARE <br />- REQ'D, USE 10d x 2" LONG.) <br />_--2x FLAT 0 GABLE <br />BREAK SHEATHING ON <br />TOP PLATE ONLY <br />EIF SHEATHING IS NOT BROKEN <br />ON TOP PLATE, USE A35 <br />\ 12" O/C <br />\—SHEARWALL PER <br />PLAN <br />11 GABLE/SHEARWALL CONNECTION <br />TRUSS PER <br />8d ®6" 0/C INTO BLOCK IN <br />H1 CLIP <br />EACH TRUSS <br />(24" O/C MAX <br />VENTILATION MAY BE <br />REQ'D AT BLOCKING. <br />WALL PER PLAN — <br />VERIFY METHOD W/ <br />NAIL SHEATHING <br />INTO EA MEMBER OF <br />ENGINEER PRIOR TO <br />TOP PLATE <br />CONSTRUCTION. BIRD <br />BLOCKING IS <br />ACCEPTABLE. <br />12 ROOF/SHEARWALL CONN. <br />LATERAL <br />ONLY <br />z <br />0 <br />(n <br />5 <br />W <br />m <br />m <br />F_ <br />a <br />0 <br />d <br />z <br />M <br />QN0 (? <br />� (3) <br />Ld <br />USN > <br />.1-d- <br />0 <br />1n <br />O a>z 3 <br />0>U3 <br />r) LEI = 3 <br />0- <br />(%) <br />W w I-) <br />U Cj <br />CD <br />ly- 00 <br />WUCY) 12 <br />w Ol <br />[):� Co <br />a- :2 F <br />F- F- <br />LLJ <br />0 Imo) w <br />0�w <br />y CovT <br />x� O <br />z <br />343 <br />MAY 11. 2023 <br />Drawn By. CHRIS L. <br />Checked By. CHRIS <br />Date: 05-11-2023 <br />S A JOB 617Q 9 <br />STRUCTURAL <br />DETAILS <br />S-2.0 <br />