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(1) <br />NOTES: <br />1. EDGE OF SHEAR PANEL <br />2. CONTINUOUS DOUBLE STUDS AT <br />(2) <br />SHEARWALL EDGES - NAIL STUDS <br />(5) <br />TOGETHER WITH 10d NAILS AT 12" <br />O.C. <br />(6) <br />3. EDGE NAILING - ALSO NAIL TO TOP <br />PLATES SAME AS EDGE OF SHEARWALL <br />(3) <br />NAILING <br />(4) <br />lo <br />4. HOLDOWN REQUIRED BOTH EDGES OF <br />(4) <br />< <br />0 <br />0 <br />SHEARWALL <br />(7) <br />0 0 <br />5. SHEATHING AND ATTACHMENT PER <br />(5) <br />SHEARWALL SCHEDULE <br />6. SELF TAPPING LAG SCREWS <br />7. TREATED BASE PLATE PER SHEARWALL <br />SCHEDULE <br />F1 • <br />e ` O <br />° S. ANCHOR BOLTS PER SHEARWALL <br />°°$ <br />SCHEDULE <br />° 9. SIMPSON SSTB ANCHOR BOLT <br />HOLDOWN FASTENERS ANCHOR <br />DIA. <br />HDU2 6 SDS 1 4x2 112 5/8" <br />DIA. <br />C.;° <br />HDU4 (10) SDS 1/4x2 1/2 5/8" <br />DIA. <br />, <br />bT' � <br />HDU5 (14) SDS 1/4x2 1/2 5/8" <br />DIA. <br />p <br />HDU8 (20) SDS 1/4x2 1/2 7/8" <br />DIA. <br />(8) <br />HDQ8 (20) SDS 1/43 7/8" <br />DIA. <br />(9) <br />HD1DA (4) MACHINE BOLTS 7/8" <br />DIA. <br />SHEARWALL <br />DETAIL WITH <br />SIMPSON <br />HDU-HDO HOLDOWN <br />SCALE: N.T.S. <br />(2) EE_ (5) <br />r <br />\ TYPICAL WINDOW / <br />OPENING PER <br />\ PLAN / <br />(3) \ <br />e) s) \ <br />) <br />NOTES: <br />1. DOUBLE TOP PLATE <br />2. HEADER PER PLAN <br />3. TRIMMER <br />4. KING STUD <br />-(a) 5. CONT. STRAP PER PLAN. <br />INSTALLED OVER SHEATHING <br />6. 2X SILL PLATE <br />7. 3X BLOCKING <br />8. WALL STUD <br />9. SHEATHING AND ATTACHMENT PER <br />SHEARWALL SCHEDULE <br />10. WALL ENDS SHALL HAVE MIN. (2) <br />STUDS <br />NAIL WALL SHEATHING TO <br />BLOCKS AND AROUND ALL 4 <br />SIDES OF OPENING AS SHEAR <br />WALL EDGE NAILING <br />WINDOW STRAPPING DETAIL <br />(SHEAR WALL FORCE TRANSFER DETAIL) <br />SCALE: N.T.S. <br />NOTES: <br />I� <br />1. <br />(2) STUDS, U.N.O. AT EACH <br />END <br />OF PANEL NAILED AS BUILT-UP <br />POST, TYPICAL <br />2. <br />3. <br />WOOD STUDS <br />SHEATHING MATERIAL <br />(9) <br />III <br />4. <br />BLOCKING REQUIRED AT <br />SHEATHING PANEL JOINTS <br />-III <br />5. <br />SIMPSON STRAP PER PLANS <br />AND <br />DETAILS <br />(5) <br />6. <br />HOLD DOWNS AS OCCURS <br />7. <br />ANCHOR BOLTS FIRST FLOOR <br />LINE <br />a <br />\� <br />8. <br />9. <br />FIRST FLOOR LINE <br />SECOND FLOOR LINE <br />TWO-STORY SHEAR WALL ELEVATION <br />SCALE: N.T.S. <br />LOCATION OF HDRD WHERE RERI <br />® UNDERSIDE OF TOP T - SEE NOTE <br />(4) FOR HDR SIZE UNLESS NOTED <br />OTHERWISE ON FLOOR PUN. <br />SIMPSON MST 48 ® JOINT TYP 16d <br />IN WALL INSTALL S1RAV <br />OVER WALL L SIT FALLING \\\\111 <br />LOCATE HDR ® TOP OF WALL OR ® TOP <br />OF OPENING 0 CONTRACTOR'S OPRON <br />UNLESS INDICATED OTHERWISE BY <br />ARCHITECT OR ENGINEER. <br />(2) 16d INTO EACH STUD 0 LOU <br />& BOTTOM. P (W) 16d INTO <br />SOLID WOOD COL. <br />NO LOUIS PW <br />JOINTS FOR <br />LENGTH OF <br />STRAP <br />COX BLKG. <br />FULL LENGTH <br />BEHIND STRAP. <br />NOT <br />PROVIDE FULL BEARING UNDER GIRDER TRUSSES. <br />MIN. (3) GAG STUDS BUILT UP COLUMN <br />SIMPSON MST 48 ® CHANGE <br />IN WALL R HEIGHT. <br />(2) 16d J <br />(2) 1BE <br />Ill}I <br />TOENAILS <br />TOENAILS <br />(3) 16d J <br />® GIN FULL <br />TYR <br />D BAU COL. <br />TYP. <br />HEIGHT <br />N.D. WOO) <br />SUED <br />GT, STUD <br />HDR CONN. TO <br />L R. SEE <br />(1) HORIZ <br />FACE OF COL.IZE <br />OF <br />W/i6d ® <br />TYP. <br />LN <br />FULL WD1HREEK STUDS TO <br />MATCH WALL <br />STUDS WAL <br />& UDSPOLOF <br />BUILT UP COL. OR <br />SOLID WOOD <br />COL SEAODIRONAL PLAN <br />2N STUDS <br />SEE PLAN FOR <br />-LOCATE STEPS <br />& TRUSS BRG. <br />SIZE <br />0 JOIST <br />(TYPDRUGS <br />STUD 0 HDR <br />PSON A35 <br />BRG. WHERE <br />A. B.U. COL <br />MORE THAN <br />RE OPENING <br />TH EXCEEDS <br />(3) B.U. SNDS <br />REED <br />(2) SNDS <br />MIN 0 HDA <br />0' <br />(2) 16d <br />TOENAILS <br />iiP. <br />� (2) <br />(3) (2) <br />5) <br />(4) <br />NOTES: <br />1. EDGE OF SHEARWALL <br />2. DOUBLE STUDS AT SHEARWALL <br />EDGES - ATTACH STUDS TO <br />5) <br />ADJACENT STUD WITH 10d NAILS <br />AT 12" O.C. <br />3. EDGE NAILING - ALSO NAIL TO <br />(7) <br />TOP PLATE SAME AS EDGE OF <br />6) <br />SHEARWALL NAILING <br />4. HOLDOWN REQUIRED BOTH EDGES <br />OF SHEARWALL <br />p q) D 5. SHEATHING AND ATTACHMENT PER <br />p a SHEARWALL SCHEDULE <br />d 6. ANCHOR BOLTS PER SHEARWALL <br />�> SCHEDULE <br />LDJ o \ p6 7. TREATED BASE PLATE PER <br />JE p SHEARWALL SCHEDULE <br />SHEARWALL DETAIL WITH SIMPSON STRAP TIE HOLDOWN <br />SCALE: N.T.S. <br />PI.AN VIEW WALL TRANSITION <br />NOTES: <br />1. <br />TYPICAL 2X STUDS AT 16" O.C. U.N.O. <br />W/ (2) 16d END NAILS OR (4) 8d TOE <br />NAILS EACH END TO TOP & SILL PLATES. <br />2. <br />CORNER STUDS OR POST PER PLAN. <br />3. <br />PLYWOOD SHEAR PANEL PER PLAN. <br />4. <br />POST AT END OF SHEAR PANEL PER <br />PLAN. <br />5. <br />NAIL CORNER & MULTI -STUDS TOGETHER <br />1" <br />W/ 16d'S @ 16" O.C. STAGGERED @ <br />MIN. MIN. <br />OVERLAP OVERLAP <br />SHEAR WALLS & 24 O.C. @ NON -SHEAR <br />WALLS. <br />6. <br />EDGE NAILING <br />e <br />7. <br />16d's @ 4" O.C. STAGGERED <br />8. <br />2x STUD @ SHEAR BREAK. <br />NOTE: <br />NAILS SPACED @ 2" O.C. SHOULD BE <br />STAGGERED <br />MIN. 1/8". <br />SHEARWALL INTERSECTION FRAMING <br />SCALE: N.T.S. <br />END LENGTH <br />SELECT TYPE D UNLESS NOTED. <br />END LENGTH <br />NOTES: <br />1. SIMPSON CS16 STRAP PER TABLE <br />2. DBL TOP PLATE <br />3. 2X STUD.OR POST PER PLAN <br />4. BEAM PER PLAN <br />STRAP <br />SELECTION <br />TYPE <br />END LENGTH <br />(INCH) <br />FASTENERS <br />TOTAL FASTENERS <br />PER MEMBER <br />CAPACITY <br />(LBS) <br />A <br />24" <br />(2) <br />16d <br />@ 4" <br />O.C. <br />12 <br />1705 <br />B <br />36" <br />(2) <br />16d <br />@ 4" <br />O.C. <br />18 <br />2557 <br />C <br />48" <br />(2) <br />16d <br />@ 4" <br />O.C. <br />24 <br />3410 <br />D <br />72" <br />(2) <br />16d <br />@ 4" <br />O.C. <br />36 <br />5115 <br />BEAM DRAG <br />SCALE: N.T.S. <br />(5) <br />(3) <br />SHEARWALL DETAIL AT <br />SECOND FLOOR WITH MST STRAP HOLDOWN <br />SCALE: N.T.S. <br />(2) <br />p qqI p <br />p° <br />p <br />p p° <br />NOTES: <br />1. PANEL EDGE NAILING. ALSO NAIL <br />TO TOP PATES SAME AS EDGE <br />NAILING <br />2. HOLDOWN STRAP REQUIRED BOTH <br />ENDS OF SHEARWALL <br />3. SHEATHING AND NAILING PER <br />SHEARWALL SCHEDULE <br />4. PROVIDE PANEL EDGE NAILING AT <br />STUD WITH STRAP AT WALL <br />BELOW <br />5. 12" O.C. FIELD NAILING <br />5. PLYWOOD SHEATHING <br />7. RIM JOIST OR JOIST <br />B. SIMPSON A34 FRAMING ANCHOR <br />AT SAME SPACING AS JOISTS <br />(1 <br />(2 <br />(3 <br />(4 <br />NOTES: <br />J <br />J <br />1. <br />EDGE OF SHEAR WALL <br />2. <br />DOUBLE STUDS AT SHEARWALL <br />(5) � <br />EDGES <br />3. <br />PANEL EDGE NAILING <br />~ <br />W <br />Z <br />4. <br />SIMPSON MST TYPE STRAP - <br />Y <br />WRAP AROUND JOIST OR BEAM <br />5) <br />ENTER STRAP AT BASE <br />J <br />of <br />O <br />PAND LATE <br />(3) <br />(6) <br />z N <br />5. <br />SHEATHING AND ATTACHMENT PER <br />7) <br />SHEARWALL SCHEDULE <br />of <br />~ <br />� Q <br />M <br />6. <br />BASE PLATE NAILING PER <br />U <br />SHEARWALL SCHEDULE <br />= <br />o <br />p <br />of <br />7. <br />PLYWOOD SHEATHING <br />f <br />m E <br />m <br />U)�` <br />8) <br />-U <br />V <br />(4) <br />S. <br />MULTIPLE JOIST OR BEAM BELOW <br />U) <br />co <br />H- <br />Lo <br />U <br />WALL <br />�+/ <br />N <br />W <br />STRAP HOLDOWN AT SHEARWALL SUPPORTED BY BEAM <br />SCALE: N.T.S. <br />(2) <br />NOTES: <br />(2) <br />3) <br />1. <br />PANEL EDGE NAILING AS PER <br />3) (4 <br />SHEARWALL SCHEDULE <br />(6) <br />2. <br />CONTINUOUS DOUBLE STUDS AT <br />4) <br />0 <br />SHEARWALL EDGES. NAIL STUDS <br />0 0 <br />TOGETHER WITH 10d NAILS AT <br />(4) 71 <br />0 <br />12" O.C. <br />5) <br />0 0 <br />0 0 <br />3. <br />SHEATHING AND ATTACHMENT PER <br />SHEARWALL SCHEDULE <br />4. <br />HDU TYPE HOLDOWN AS PER <br />° <br />; <br />(7) <br />SHEARWALL KEY PLANS <br />p Sp <br />I�p <br />e p <br />5. <br />TREATED SILL PLATE PER <br />SHEARWALL SCHEDULE <br />s <br />p <br />IIqq <br />6. <br />SIMPSON SDS 1/4x <br />a <br />SELF -TAPPING LAG SCREWS <br />7. <br />5/8" DIA. ANCHOR BOLTS - <br />1'° ° <br />INSTALL WITH SIMPSON SET <br />EPDXY SYSTEM EMBED 12" <br />MINIMUM <br />SHEARWALL DETAIL WITH SIMPSON HDU HOLDOWN <br />AT FLOOR SUPPORTED BY FOUNDATION RETRO-FIT <br />NOTES: <br />1. <br />PANEL EDGE NAILING AS PER <br />SHEARWALL SCHEDULE <br />I <br />2. <br />CONTINUOUS DOUBLE STUDS @ <br />SHEARWALL EDGES. NAIL STUDS <br />TOGETHER WITH 10d @ 12" O.C. <br />(5) <br />3. <br />SHEARWALL SHEATHING <br />4. <br />SIMPSON MST48 HOLDOWN - <br />(7) <br />LOCATE AS SHOWN ON <br />�c <br />SHEARWALL KEY PLAN <br />6 MIN. <br />5. <br />TREATED SILL PLATE <br />6. <br />MIN (34) 16d NAILS W/ 2 IN, MIN, <br />PENETRATION INTO STUD <br />7. <br />EXISTING ANCHOR BOLTS <br />3) <br />S. <br />(2) 1/2" DIAMETER BOLTS SET IN <br />SIMPSON S.E.T. EPDXY -EMBED 5" <br />MINIMUM <br />SHEARWALL DETAIL WITH <br />SIMPSON MST TYPE HOLDOWN RETRO-FIT <br />SCALE: N.T.S. \�SCALE: N.T.S. <br />SHEAR WALL_ SCHEDULE <br />WALL <br />PANEL EDGE <br />FIELD <br />FRAMING AT <br />BASE PLATE <br />ANCHOR BOLT <br />FOUNDATION SILL <br />BLOCKIN G/RIM <br />MARK <br />SHEATHING <br />SIDES <br />NAILING <br />NAILING <br />ADJACENT PANEL <br />ATTACHMENT <br />SPACING <br />PLATE/FLOOR BASE <br />JOIST ATTACHMENT <br />EDGES <br />PLATE <br />SW1 <br />7/16" OSB <br />ONE <br />8d NAILS <br />2" O.C. <br />2x <br />16d NAILS AT <br />5/8" DIAMETER BOLTS <br />2x <br />SIMPSON AM CLIPS <br />AT 5" O.C. <br />5" O.C. <br />AT 48" O.C. <br />AT 18" O.C. <br />5/8" DIAMETER BOLTS <br />SW3 <br />7/16" OSB <br />ONE <br />8d NAILS <br />2" O.C. <br />3x <br />(2) 16d NAILS <br />AT 24" O.C. <br />3x <br />SIMPSON A35 CLIPS <br />5/8" DIAMETER BOLTS <br />AT 3° O.C. <br />AT 4" O.C. <br />AT 8" O.C. <br />AT 8" O.C. <br />2x <br />SHEAR WALL SCHEDULE NOTES: <br />FRAMING STUDS SHALL BE DOUGLAS-FIR #2 SPACED AT 16" O.C. MAXIMUM. THICKNESS OF STUDS SHALL BE 2x UNLESS OTHERWISE NOTED IN SCHEDULE. <br />SHEATHING PANELS MAY BE PLACED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES WITH 2x OR 3x BLOCKING TO MATCH STUD WIDTH UNLESS NOTED OTHERWISE. <br />ALL EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS SHALL RECEIVE AEA RATED SHEATHING, FULLY BLOCKED WITH MINIMUM EDGE ATTACHMENT OF 10d NAILS @ 6" O.C., 12" O.C. FIELD. <br />NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. <br />MINIMUM ANCHOR BOLT SPACING OF 48" O.C. UNLESS OTHERWISE NOTED IN SCHEDULE. MINIMUM OF 2 ANCHORS PER WALL. PROVIDE 3"x3°xO.25" SQUARE WASHERS AT EACH ANCHOR <br />BETWEEN THE SILL PLATE AND WASHER. A DIAGONAL SLOT IN THE PLATE WASHER MAY BE USED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT NOT TO <br />EXCEED 1-3/4", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. DO NOT RECESS BOLTS. <br />8d NAILS (2 1/2" LONG x 0.113" COMMON OR 2 1/2" x 0.113" GALVANIZED BOX). <br />BLOCKING/RIM JOIST ATTACHMENT NEED NOT BE USED WHERE THE SHEATHING IS DIRECTLY ATTACHED WITH EDGE NAILING TO THE DOUBLE TOP PLATES AT UPPER STORY SHEARWALLS AND <br />TO THE BASE/SILL PLATE BELOW AT LOWER STORY SHEARWALLS. <br />WHERE 3x BASE/SILL ARE SPECIFIED, 20d COMMON NAILS SHALL BE USED FOR THE BASE PLATE ATTACHMENT IN LIEU OF THE ORIGINALLY SPECIFIED 16d COMMON NAILS. <br />SHEARWALL SCHEDULE <br />11 SCALE: N.T.S. <br />ui <br />U <br />ui <br />0 <br />��..� i/ <br />Tall <br />(M <br />O <br />N <br />J <br />a� <br />W <br />o <br />m <br />w <br />O <br />i <br />a LL <br />Lo <br />a� <br />w <br />OMIT BOii. R J SIMPSON HD WERE <br />® DOORS TYP. REOT. SEE PLANS FOR <br />Sx TREATED k TO FOR SHEARWALL SCHEDULE, SIZE. <br />MATCH WALL STUD A . SIZE & SPACING <br />WIDTH. (7" MIN. EMBED) <br />TYPICAL EXTERIOR + INTERIOR BEARING WALL FRAMING ELEVATION <br />SCALE: N.T.S. <br />SHEET <br />S6.0 <br />