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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 />SCHEDULE, TYP <br />— — — — — — — r7 <br />- - - - - - - - - - - - - - - - - - - -- F1 <br />PANEL EDGE NAILING INTO <br />HOLDOWN CHORDS, TYP <br />INTERMEDIATE <br />HEADER PER PLAN <br />NAILING @ 12" OC <br />FRAMING AT ADJOINING <br />I <br />I <br />SHEATHING PER PLAN AND <br />CRIPPLE STUDS PER <br />PANEL EDGES PER SHEAR I I I <br />SHEAR WALL SCHEDULE <br />PLAN; DO NOT CUT <br />1.1 <br />W <br />WALL SCHED <br />AWAY MATERIAL FROM <br />CRIPPLE STUDS <br />I I I I <br />I <br />HOLDOWN CHORD PER <br />SCHEDULE. REFER TO <br />I <br />TYPICAL BUILT-UP <br />COLUMN DETAIL <br />FULL -HEIGHT <br />HOLDOWN CHORD <br />L <br />® Le — — — — — — — <br />I I <br />I <br />%I <br />ADDITIONAL END STUD <br />Ii®I <br />IF REQUIRED TO <br />PROVIDE <br />I <br />I I I I 9 1 I I <br />COUNTERSINK FOR <br />HOLDOWN BOLTS <br />I <br />I <br />HOLDOWN ANCHORAGE <br />PER PLAN AND SCHEDULE <br />AB W/ SIMPSON BP <br />PL WASHER, TYP <br />M <br />SIMPSON CNW COUPLER <br />0I <br />I <br />NUT W/ SIZE TO MATCH <br />HOLDOWN ANCHORAGE <br />PT SILL PL PER SHEAR <br />WALL SCHED <br />I <br />A <br />NOTES: <br />1. REFER TO STRUCTURAL NOTES FOR <br />ADDITIONAL INFORMATION. <br />2. FOR SHEAR WALLS WHERE NO HOLDOWNS <br />ARE SPECIFIED THE FIRST AB SHALL BE <br />LOCATED NOT MORE THAN V-0" AND NOT <br />LESS THAN (7) BOLT DIAMETERS FROM END <br />OF WALL. <br />TYPICAL SHEAR WALL DETAIL <br />SCALE: 3/4" = V-0" <br />Well <br />11 I I I II ______ice I I PANEL EDGE <br />NAILING PER SHEAR <br />WALL SCHED <br />CONTINUE HOLDOWN CHORD <br />TO FOUNDATION <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" STRUCTURAL NOTES, TYP <br />NAILS @ 9" OC <br />SCALE: I" = V-0" <br />2x6 STUD @ 2x4 CROSS WALL <br />2x8 STUD @ 2x6 CROSS WALL <br />NOTE: <br />SUPPORTS AT SOLID <br />POSTS SIM <br />SOLID OR MULI <br />CTHr) COLUMN KI PER I <br />111- <br />BEAM WIDTH, <br />MIN UNO <br />PARALLEL TO STUD WALL <br />CONCRETE STEM WALL <br />CONCRETE FOOTING <br />JOIST DIRECTION <br />PER PLAN <br />01111OLTITMI <br />TYIPICAL FLU-S.H-M.-BEAM SUPPORT DETAIL'S <br />SCALE: I" = V-0" <br />PLATE WASHER <br />PER SHEAR <br />WALL SCHED <br />II <br />19 <br />II <br />I LVA— <br />S <br />A ECTM ON -A <br />SCALE: 11/2" = V-0" <br />SOLID <br />CTHr) rni U I-- . — 1 1— <br />PERPENDICULAR TO STUD WALL <br />ADJACENT NAILS IN A <br />ROW ARE TO BE <br />DRIVEN FROM <br />OPPOSITE SIDES, TYP <br />FOR 2x4 STUDS, PROVIDE SINGLE <br />ROW OF NAILS STAGGERED EA SIDE <br />WITH 11/2" EDGE DISTANCE. FOR <br />2x6 STUDS, PROVIDE (2) ROWS OF <br />NAILS SPACED AT 2 1/2"W/ 11/2" <br />EDGE DISTANCE <br />ADJACENT NAILS IN A ROW <br />0.131"0 x 3" NAILS, TYP <br />(5) STUDS MAX TO <br />BE USED FOR <br />BUILT-UP COLUMNS <br />v <br />TYPICAL BUILT-UP STUD COLUMN DETAIL <br />SCALE: 1" = 1'-0" <br />(2) ROWS OF (8) 0.131"0 x 3" <br />2 1/4" END NAILS @ 3" OC EA SIDE OF <br />DISTANCE, TYP SPLICE AND (2) @ 9" OC <br />ELSEWHERE W/ 11/2" EDGE <br />DISTANCE 3" OC <br />SPACING <br />a <br />SIMPSON A35 (ONLY <br />REQUIRED AT EXTERIOR <br />HEADERS GREATER <br />THAN 6'SPAN) - <br />(6) 0.131"0 x 3" NAILS - <br />TYPICAL STUDS <br />SCALE: 1" = V-0" <br />2" MIN <br />GUIDELINES FOR HOLES DRILLED THRU JOISTS <br />SCALE: I" = V-0" <br />EXIST OR NEW <br />SHEATHING & <br />NAILING PER PLAN <br />NOTES <br />FLOOR JOISTS <br />PER PLAN FACE MOUNT <br />BEAM PER PLAN HANGER PER <br />PLAN NOTES <br />JOISTS PERP TO BEAM <br />FLOOR BEAM DETAI� <br />TYP DOUBLE <br />TOP PLATE <br />11 i <br />2MVIORINg <br />1/3 DEPTH <br />MIDDLE 1/3 <br />1/3 DEPTH <br />NOTE: <br />HOLES DRILLED THRU JOISTS SHALL BE <br />LOCATED IN THE MIDDLE THIRD OF <br />THE JOIST DEPTH & MIDDLE THIRD OF <br />THE JOIST SPAN, BUT NOT THE EXACT <br />CENTER SPAN. CONTRACTOR SHALL <br />MINIMIZE HOLE SIZE IF POSSIBLE. <br />CONTACT ENGINEER FOR DRILLING <br />OUTSIDE AREA SHOWN <br />FLOOR JOISTS EXIST OR NEW <br />PER PLAN SHEATHING <br />BEAM PER PLAN 2x NAILER W/ <br />loci @ 6" OC <br />JOISTS PARALLEL TO BEAM <br />C',',,TY OF EVERETT' <br />A7 <br />W 06121 <br />z <br />® <br />ca <br />w <br />Lu <br />n <br />CL <br />Ln <br />DESIGN: <br />RMK <br />DRAWN: <br />ATD <br />CHECK: <br />JGG <br />JOB NO: <br />21157.10 <br />DATE: <br />05/06/211 <br />SHEET: <br />SCALE: I" = V-0" <br />