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STAGGER NAILS ON EA SIDE <br />OF PANEL JOINT AS REQUIRED <br />PER SHEAR WALL SCHED <br />PANEL EDGE NAILING <br />PER SHEAR WALL <br />e <br />m ° <br />SCHEDULE, TYP <br />- -------,-,— <br />__m__—F]----®__1­1___----n_______n_—___ <br />i h <br />PANEL EDGE NAILING INTO <br />I,- <br />1 1 <br />II <br />i i <br />II <br />I I <br />II <br />I l I I I I I I <br />II II II III <br />HOEDOWN CHORDS, TYP <br />11 <br />1 1 <br />II <br />I I <br />II <br />I I <br />II Il II I <br />I I { I I I III <br />INTERMEDIATE <br />HEADER PER PLAN <br />I I I <br />I®I <br />I I <br />I•I <br />I I <br />I I I I I I III <br />I°I I <br />NAILING @ 12" OC <br />®II II <br />II <br />I <br />I•I <br />II <br />I°B I®I I° <br />II II II I I <br />I®I <br />I I I <br />I I <br />I I <br />FRAMING AT ADJOINING I I I I®I <br />SHEATHING PER PLAN AND <br />CRIPPLE STUDS PER <br />IIII <br />I I <br />I I <br />I <br />I I I <br />PANEL EDGES PER SHEAR 11 I j <br />SHEAR WALL SCHEDULE <br />PLAN; DO NOT CUT <br />IIII <br />I®I <br />I®! <br />I® <br />I® {®I <br />WALL SCHED I I <br />AWAY MATERIAL FROM <br />I I® <br />I I <br />I I <br />I <br />I <br />I I I <br />I I I I <br />CRIPPLE STUDS <br />HOLDOWN CHORD PER <br />I®I <br />I j <br />I I <br />I®I <br />I I I <br />I I I I j I I <br />I®I <br />SCHEDULE. REFER TO <br />III <br />I I <br />I I <br />I ®I <br />I I I I <br />I I I I I III <br />TYPICAL BUILT-UP <br />IIII <br />I®I <br />I I <br />I <br />I <br />i®I I•I <br />I®I I®I I® <br />COLUMN DETAIL <br />FULL -HEIGHT <br />I I®I <br />I I I <br />! I <br />I®I <br />I I <br />I I I I <br />HOEDOWN CHORD <br />IIII <br />IIII <br />I I <br />I I <br />I I <br />I I <br />I <br />I <br />I <br />I I <br />-i <br />I®I <br />I®I <br />I I <br />I®I <br />II <br />I®j I®I <br />I®I I®I <br />ADDITIONAL END STUD <br />IIII <br />I I <br />I I <br />I <br />I <br />I{ I I <br />I I I I <br />IF REQUIRED TO <br />I I <br />I <br />I I j <br />i t <br />I ®I <br />I I <br />I I I I <br />PROVIDE <br />I I <br />COUNTERSINK FOR <br />I I <br />I I I <br />! I <br />I ®I <br />I®{ I I <br />I I I I <br />HOEDOWN BOLTS <br />{ <br />I I <br />I <br />I•I <br />I® <br />I I <br />° <br />I®I <br />I i <br />i t <br />I <br />i I I <br />I I I I <br />HOEDOWN ANCHORAGE <br />I I <br />II <br />I I <br />II <br />I ®I <br />I <br />I{ I I <br />I I I I <br />PER PLAN AND SCHEDULE <br />AB W/ SIMPSON BP <br />I <br />i <br />•i <br />I j I I <br />I I I I <br />PL WASHER, TYP <br />I I <br />I® <br />1/2" TO <br />I I•I <br />I®I I®I <br />SIMPSON CNW COUPLER <br />I I <br />I I <br />i®I <br />I ®I <br />I <br />I I I I <br />I! I IJ <br />SHEATHED E <br />NUT W/ SIZE TO MATCH <br />I I <br />I <br />I <br />I I I I <br />I I I I <br />HOEDOWN ANCHORAGE <br />PT SILL PL PER SHEAR <br />{ I <br />I®I <br />I{ <br />II <br />I I I I <br />WALL SCHED <br />PANEL EDGE <br />® <br />° <br />_1L_---___-LL_ <br />__ _LL <br />NAILING PER SHEAR <br />WALL SCHED <br />II <br />II <br />II <br />Ii <br />II II <br />CONTINUE HOEDOWN CHORD <br />I I <br />II <br />I I I I <br />II II <br />TO FOUNDATION <br />-1 I <br />Ivl I I- <br />AB SIZE AND SPACING <br />A <br />CONCRETE FOOTING <br />PER PLAN AND SHEAR <br />I I I I I! <br />OR P/T SLAB <br />WALL SCHEDULE, TYP <br />RIM BOARD <br />OR BLOCKING 1! <br />1. REFER TO STRUCTURAL NOTESi <br />ADDITIONAL <br />_ INFORMATION. <br />2. FOR SHEAR WALLS WHERE NO HOEDOWNS <br />ARE SPECIFIED THE FIRST it SHALL 41 <br />LOCATED NOT MORE 4. AND NOT <br />LESS - BOLT DIAMETERS FROM <br />OF WALL. <br />TYPICAL SHEAR WALL DETAIL <br />SCALE: 3/4" ® V-0" <br />i/ CONCRETE STEM WALL <br />CONCRETE FOOTING <br />EDGE NAILING PER PLAN <br />AND SHEAR WALL <br />SCHEDULE OR EDGE NAILING PER PLAN <br />STRUCTURAL NOTES, TYP AND SHEAR WALL <br />SCHEDULE OR <br />0.131"0 x 3" <br />STRUCTURAL NOTES, TYP <br />NAILS @ 9" OC <br />NOTE: <br />STAGGER SHEATHING AS <br />SHOWN. (IBC TABLE <br />2306.3.1, CASE <br />SHEATHIP <br />PANEL, T <br />xvifflom !_ <br />PANEL EDGES <br />2x6 STUD @ 2x4 CROSS WALL <br />2x3 STUD @ 2x6 CROSS WALL <br />2x OR 3x BLOCKING ONLY <br />IF BLOCKED DIAPHRAGM <br />P [°ii PP'l ili'Pi <br />TYPICAL FLOOR/ ROOF SHEATHING DETA1,11- <br />SCALE: NTS <br />2 1/4" END. <br />DISTANCE, TYP <br />ROWS OF <br />SIDE OF <br />SPLICE <br />DISTANCEELSEWHERE W/ 11/2" EDGE <br />SPACING <br />a ! i -_SPLICE <br />TO INSTALL THE SPECIFIED 0.131"0 mi CHORD <br />SCALE: 1" ® V-0" <br />SUPPORTS <br />(2) ROWS OF 0.131" x 3" <br />EDGE NAILING PER PLAN AND <br />NAILS @ 9" OC <br />SHEAR WALL SCHEDULE OR <br />STRUCTURAL NOTES, TYP <br />STUD WALK PER <br />0.131" 0 x 3" <br />FRAMING PLAN <br />NAILS @ 9" OC <br />NOTES, TYP <br />STUD WALL PER FRAMING <br />PLAN NOTES, TYP <br />SHEATHING (OR GWB) AND <br />NAILING PER PLAN AND SHEAR <br />SHEATHING (OR GWB) AND <br />WALL SCHEDULE OR <br />NAILING PER PLAN AND SHEAR <br />STRUCTURAL NOTES, TYP <br />WALL SCHEDULE OR <br />STRUCTURAL NOTES, TYP <br />A. CORNER INTERSECTION <br />B. 'T' INTERSECTION <br />TYPICALL INTERSECTION <br />IL <br />SCALE: 1" m V-0" SCALE: I" ® V-0" <br />SCALE: I" ® V-0" <br />CLIPS PER PLAN NOTES <br />(WHERE APPLICABLE) <br />FOR 2x4 STUDS, PROVIDE SINGLE <br />ROW OF NAILS STAGGERED EA SIDE <br />WITH 1 1/2" EDGE DISTANCE. FOR <br />2x6 STUDS, PROVIDE (2) ROWS OF <br />NAILS SPACED AT 2 1/2" W/ 1 1/2" <br />EDGE DISTANCE <br />9" OC MAX SPACING BETWEEN <br />IeTGLATWirk.I9\I_WAff <br />0.131" 0 x 3" NAILS, TYP <br />ifflfflbTo�_ <br />1 ` - i _ <br />NWAIL1001111 <br />AT HOLDOWNS: PROVIDE FULL HT CRIPPLE STUDS PER PLAN <br />HOEDOWN CHORDS PER HD SCHED. AND COLUMN SCHEDULE OR <br />OTHERWISE: (1) 2x FULL HT STRUCTURAL NOTES <br />TYPICAL HEADER DETAIL <br />SCALE: 1" 0 11-011 <br />R ... — -1 ... PIRAPVf kl Anr rAP11 <br />JOIST DIRECTION <br />PER PLAN <br />STUD WALL <br />SOLID <br />STUD COLU,.,,e <br />PERPENDICULAR TO STUD WALL <br />STUD <br />WALL <br />W 1512020 <br />W <br />w <br />z <br />O <br />V) <br />W <br />W <br />Q <br />L <br />®m <br />1�t <br />Q <br />DESIGN: <br />DTR <br />DRAWN: <br />JCR <br />CHECK: <br />JGG <br />JOB NO: <br />20064.10 <br />DATE: <br />03/ 10/2020 <br />SHEET: <br />. S4wl <br />