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SHEARWALL <br />SCHEDULE <br />(CDX) <br />MARK <br />SHEATHING <br />EDGE <br />NAILING <br />FIELD <br />NAILING <br />SILL <br />PLATE & <br />CONN. @ <br />FND <br />BOTTOM/TOP PLATE <br />CONN. <br />CDX ONE FACE <br />8d @ <br />6" O/C <br />8d @ <br />12" O/C <br />1 <br />A.B. @ <br />48" O/C <br />W/ <br />LTP4 @ 20" O/C W/ 2x <br />2x SILL <br />PLATE <br />BOTTOM PLATE <br />A2 <br />%" <br />CDX ONE FACE <br />8d @ <br />4" O/C <br />8d @ <br />12" O/C <br />0 <br />A.B. @ <br />36" O/C <br />W/ <br />LTP4 @ 14" O/C W/ 2x <br />2x SILL <br />PLATE <br />BOTTOM PLATE <br />A <br />%2" <br />CDX ONE FACE <br />1Od @ <br />4" O/C <br />10d @ <br />12" O/C <br />58 <br />0 <br />A.B. @ <br />30" O/C <br />W/ <br />LTP4 @ 12" O/C W/ <br />3x SILL <br />PLATE <br />2x BOTTOM PLATE <br />A <br />1 32" <br />CDX ONE FACE <br />1Od @ <br />3" O/C <br />1Od @ <br />12" O/C <br />0 <br />A.B. @ <br />24" O/C <br />W/ <br />LTP4 @ 9" O/C W/ 3x <br />3x SILL <br />PLATE <br />BOTTOM PLATE <br />A5 <br />1%2" <br />CDX ONE FACE <br />1Od @ <br />2" O/C <br />10d @ <br />12" O/C <br />8 <br />0 <br />A.B. @ <br />20" O/C <br />W/ <br />LTP4 @ 7" O/C W/ 3x <br />3x SILL <br />PLATE <br />BOTTOM PLATE <br />SHEARWALL NOTES <br />1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM -FIR NO. 2 UNLESS NOTED OTHERWISE ON PLANS. ALL <br />SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE NOTE #3). <br />2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST EXTEND TO <br />HOLDOWN SCHEDULE <br />*FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS <br />THRU BOLTS OR <br />EMBEDMENT/ <br />MINIMUM <br />MODEL <br />ANCHOR BOLT <br />NAILS/SCREWS <br />STRAP LENGTH <br />EDGE DIST. <br />de <br />F <br />CS14 <br />N/A <br />(30) 10d COMMON IN <br />34" + CLEAR SPAN <br />CENTER ON RIM <br />NA <br />NA <br />SINGLE STUD <br />JOIST <br />MSTC66B3Z <br />N/A <br />(56) 10d COMMON IN <br />? <br />628 <br />HOOK TO BEAM <br />NA <br />NA <br />DOUBLE STUD <br />BELOW <br />HOLDOWN SCHEDULE <br />*FOR HOLDOWNS INSTALLED IN EXISTING 8" WIDE <br />STEM <br />THRU BOLTS OR <br />EMBEDMENT/ <br />MINIMUM <br />MODEL <br />ANCHOR BOLT <br />NAILS/SCREWS <br />STRAP LENGTH <br />EDGE <br />DIST. <br />MST72 (EXPANSION <br />(4) 2"Ox4" TITEN—HD <br />(30) 10d COMMON IN DOUBLE <br />72" <br />CENTER <br />JOIST <br />ON RIM <br />— OR — <br />ANCHORS) <br />ANCHORS BELOW <br />STUD ABOVE <br />LOWER. <br />SILL <br />HDU2—SDS2.5 <br />(EPDXY) <br />.5 _ <br />8 F1554 GR.36 HDG W/ <br />SET-3G EPDXY <br />(6) 4x2-21 SIDS IN DOUBLE STUD <br />122" EMBED <br />6" <br />THE OUTSIDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. <br />3. WHERE SHEATHING NAILING IS SHEARWALL SW-3 AND GREATER, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM <br />HOEDOWN NOTES <br />ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3—INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE <br />1. ALL -THREAD BOLTS SHALL CONFORM TO ASTM A307, <br />SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE <br />3—INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE OFFSET. FOR SW 1-7 (2)2x MAY BE SUBSTITUTED FOR A SINGLE 3x <br />2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c=2500 PSI. MINIMUM WALL THICKNESS IS <br />8". <br />MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER w/ 10d NAILS STAGGERED @ 6" o/c FROM EACH SIDE. <br />3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE HOLDOWNS <br />ARE INSTALLED INTO THE <br />4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 4.3A OF THE 2015 AMERICAN WOOD COUNCIL SDPWS (SPECIAL <br />WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d SINKERS <br />STAGGERED @ 4" 0/C. <br />DESIGN PROVISIONS FOR WIND & SEISMIC). VALUES ARE BASED ON CDX PLYWOOD SHEATHING STRUCTURAL 1 w/ HEM —FIR <br />N0, 2 FRAMING AND COMMON NAILS, UNLESS NOTED OTHERWISE. OSB STRUCTURAL 1 SHEATHING WITH EQUAL OR GREATER <br />4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST <br />THICKNESS MAY BE SUBSTITUTED, 7/6" SHEATHING SHALL NOT BE SUBSTITUTED FOR 1%2" SHEATHING UNLESS APPROVED BY <br />AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. <br />THE ENGINEER. <br />5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS, <br />5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND LOCATIONS <br />OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN <br />6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR <br />TO PROCEEDING, <br />SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED <br />AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. <br />7. ALL HOEDOWN BOLTS MUST BE RE —TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE <br />OF WALL. <br />6. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO <br />CONCRETE OR GROUTED CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR <br />CONCRETE CAST AGAINST SOIL. ANCHOR BOLTS SHALL BE SECURED TO THE SILL PLATE WITH 3x3x0.229" WASHERS. <br />-- <br />0 <br />AA STD. SHEARWALL _EL EVA�Tl N W Q R I M <br />DOUBLE STUD OR <br />HOLDOWN POST PER <br />MSTC48133 STRAP <br />7. POST INSTALLED 8"0 SIMPSON TITEN HD ANCHOR BOLTS MAY SUBSTITUTE CAST —IN PLACE ANCHOR BOLTS. POST <br />PER PLAN <br />PLAN. <br />(2)2x MINIMUM <br />PER PLAN <br />INSTALLED ANCHOR BOLTS SHALL BE EMBEDDED 54" INTO EXISTING CONCRETE. POST INSTALLED ANCHOR <br />BOLTS SPACING <br />SHALL BE REDUCED BY 50% (VALID FOR STEM WALLS 6" OR THICKER, f'c=2,500PS1, Qo=2.5, SIDS C OR <br />HIGHER). <br />STRAP PER PLAN <br />CENTER BETWEEN <br />— <br />FLOORS. START NAILS <br />1)/2" UP FROM <br />ALTERNATIVELY, SIMPSON URFP CLIPS MAY BE USED AS A ONE—TO—ONE SUBSTITUTE 10 ANCHOR BOLTS <br />SPECIFIED IN <br />o. <br />SHEARWALL SCHEDULE. <br />so. <br />END OF STUD <br />8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORATE TREATED WOOD) MUST <br />BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. ALL NAILS SHALL BE COMMON <br />OR GALVANIZED <br />CLEAR SPAN e <br />(5)16d NAILS FROM <br />BOX PER ASTM F 1667. <br />NO NAILS <br />T0. <br />KING STUD TO �• <br />FACE NAILS <br />REQUIRED ° <br />HEADER <br />9. NAILS MUST BE STAGGERED WHEN SPACED AT 2" 0/C. <br />HOLDOWN POST. SEE HOLDOWN <br />SCHEDULE OR PLAN FOR <br />MINIMUM REQUIREMENTS <br />LOCATION OF HOLDOWN TO <br />BE INSTALLED — <br />LATERAL MARKING LEGEND <br />MST27 STRAP ACROSS ANY <br />BREAKS IN TOP PLATE. CENTER <br />ON BEAM <br />000 <br />(5)16d NAILS EACH <br />SIDE <br />FOR DOUBLE SIDED SHEARWALLS, THE <br />LENGTH OF SHEATHING ON EACH FACE MUST <br />EXTEND CONTINUOUS BETWEEN <br />SHEARWALL HOLDOWN POSTS AS SHOWN. <br />OPENING PER PLAN <br />STHD14RJ C <br />--TYPE OF HOLDOWN TO BE INSTALLED <br />\—SHEARWALL DESIGNATION — SEE SHEARWALL SCHEDULE <br />FOR FRAMING, NAILING AND ANCHORAGE <br />REQUIREMENTS <br />DROPPED BEAM PER PLAN <br />a <br />2x KING STUD EACH SIDE POST OR MULtTPLE <br />OF BEAM. NAIL TO POST w/ STUDS PER PLAN <br />10d STAGGERED @ 6" o/c <br />DROPPED BEAM WALL CONN. <br />BEARING WALL <br />PER PLAN <br />(5)16d NAILS <br />EACH END <br />`FLOOR FRAMING <br />PER PLAN <br />DOUBLE STUD OR <br />PER PLAN <br />FLOOR TO FLOOR STRAP <br />HEADER PER PLAN <br />2x KING STUD <br />16d NAILS @ 2x TRIM STUD OR <br />8" o/c, POST PER PLAN, <br />STANDARD HEADER DETAIL <br />JOIST PER PL <br />BEAM PER PLMIN <br />BEAM PER PLAN <br />16d @ 8" o/c LCE4 PER PLAN <br />FROM KING <br />STUD TO TRIM TRIM STUD/POST PER PLAN. (2)2x <br />STUD MINIMUM. SEE PLAN FOR HOLDOWN <br />REQUIREMENTS AT BASE <br />AAHOLDOWN AT BEAM <br />') 16d TOENAILS <br />FA ITT <br />DROPPED BM, CONN. <br />SCALE: %"=1'-0" <br />16d NAIL EACH JOIST (USE <br />SDS)/4"x4Y" SCREW FOR 3x <br />BOTTOM PLATES) <br />A34 CLIPS TO MATCH <br />LTP4 SPACING (SEE', <br />SHEARWALL SCHEDULE) <br />SHEARWALL EDGE <br />NAILING STAGGERED INTO <br />TOP PLATE <br />0 DOUBLE TOP PLATE W/ EDGE NAILING (STAGGER) <br />A SHEARWALL EDGE NAILING AT ALL PANEL EDGES. <br />BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE. <br />© EDGE NAILING TO HOLDOWN POST (FULL HEIGHT) <br />STAGGER INTO DOUBLE STUDS <br />0 STUDS @ 16" ON CENTER <br />AE PRESSURE TREATED SILL PLATE WITH EDGE NAILING <br />AND ANCHOR BOLTS PER SHEARWALL SCHEDULE. <br />A TOP PLATE SPLICE NAILING TO BE (8) 16d SINKERS <br />(MIN). LAP 48" MINIMUM. CENTER SPLICE ON <br />STUD, <br />AG HOLDOWN PER SCHEDULE AND PLAN <br />(HDQ8—SDS3 SHOWN) <br />D COORDINATE ALL STUD AND PLATE SIZES w/ SHEARWALL <br />SCHEDULE REQUIREMENTS <br />A EDGE NAILING TO POSTS, TRIM STUDS, AND KING STUDS <br />A BEARING STUD FOR HEADER <br />16d NAIL EACH BLOCK (USE <br />SHEARWALL EDGE SDSY"x4% SCREW FOR 3x <br />NAILING TO BOTTOM BOTTOM PLATES) <br />PLATE <br />JOIST PER PLAN A34 CLIPS TO MATCH <br />LTP4 SPACING (SEE <br />SHEARWALL <br />SCHEDULE) <br />(2) 16d NAILS @ SHEARWALL EDGE <br />EACH JOIST NAILING STAGGERED INTO <br />TOP PLATE <br />*BREAK SHEARWALL SHEATHING @ CENTER OF RIM JOIST ONLY <br />JOISTS PERPENDICULAR JOISTS PARALLEL <br />EXT. SHEARWALL/JOIST CONNECTION (INTERIOR SHEATHING) <br />SHEARWALL EDGE NAILING TO <br />BOTTOM PLATE <br />(2) BAYS OF BLOCKING @ 48" <br />O/C W/ (3) 10d NAILS @ EA <br />BLOCK <br />`JOIST PER PLAN <br />A34 FROM BLOCK TO TOP <br />PLATE <br />JOIST PER PLAN 2x BLOCKING <br />x <br />Z <br />'1�m <br />4— <br />CRIPPLE WALL <br />ABOVE & BELOW OPENING TO MIRROR <br />MATCH ADJ. SHEARWALL <br />(2) 16d TOENAILS <br />END <br />BEAM PER PLAN <br />@ EA. JOIST <br />BLOCKING PER PLAN <br />LENGTH <br />HUC HANGER <br />ALIGNED WITH <br />PER MFR <br />PER PLAN <br />POST PER PLAN; EXTEND <br />HEADER/SILL TO <br />THROUGH TOP PLATE & <br />PERMIT INSTALLATION <br />UNDERSIDE OF FLOOR <br />OF STRAP <br />o . .0 o .O <br />SHEATHING <br />BEAM TO POST CONN. <br />TOP CORNER <br />STRAP PER PLAN <br />g <br />POST & HDR PER <br />PLAN . <br />16d @ EA BLOCK AND @ 12" SHEARWALL PER <br />O/C INTO RIM <br />PLAN <br />BOTTOM CORNER <br />SHEARWALL EDGE NAILING PER <br />FLOOR SHEATHING <br />STRAP PER PLAN <br />O O .O .O .O .O <br />SHEARWALL SCHEDULE <br />/w/ 8d @ 6" o/c @ <br />EXISTING RAFTERS PER <br />BOUNDARY & EDGES <br />" <br />A SEE <br />CORNER STRAP [FTAO] SCHEDULE <br />MIRROR <br />PLAN <br />8d @ 12oc @ <br />/ <br />ELSEWHERE <br />CORNER STRAP <br />SHALL BE PLACED AT THE TOP AND BOTTOM CORNERS OF <br />NEW 2—PLY 2x4 RAFTER EXTEND FULL <br />THE OPENING SPECIFIED IN THE PLAN. STRAP MAY RUN CONTINUOUS <br />LENGTH OF SHEARWALL <br />ACROSS THE HEADER/SILL <br />DORMER WALL FLOOR CONN. <br />CORNER <br />OPENING STRAP(FTAO) <br />11 <br />10 <br />0 <br />Doi <br />c� <br />L <br />> <br />o <br />c� <br />6 <br />U <br />u <br />< <br />u <br />oLut <br />(10 <br />L6 <br />z <br />C) <br />(s) <br />w <br />a <br />Q <br />N <br />C)c� <br />C <br />N <br />C\l <br />O <br />CC) <br />0 <br />A <br />Ln <br />(s) <br />Lu <br />D <br />> <br />c <br />O <br />N <br />LLJ <br />5/13/2022 <br />Drawn By. JIB <br />Checked By: CCC <br />Date 05-1 1-2022 <br />SDA JOB NO. <br />9303 <br />STRUCTURAL <br />DETAILS <br />S_3"o <br />