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SHEARWALL SCHEDULE (CDX) <br />SILL PLATE & <br />BOTTOM/TOP PLATE <br />MARK <br />SHEATHING <br />EDGE NAILING <br />FIELD NAILING <br />CONN. @ FND <br />CONN. <br />!Y8" 0 A.B. @ 48" <br />LTP4 @ 20" O/C <br />A, <br />/$" CDX ONE <br />8d @ 6 O/C <br />8d @ 12 O/C <br />O/C W/ 2x SILL <br />W/ 2x BOTTOM <br />FACE <br />PLATE <br />PLATE <br />SHEARWALL NOTES <br />1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM —FIR NO. 2 UNLESS <br />NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER <br />FRAMING (SEE NOTE #3). <br />2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL <br />SHEATHING MUST EXTEND TO THE OUTSIDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, <br />AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. <br />3. WHERE SHEATHING NAILING IS SHEARWALL SW-2 AND GREATER, ALL FRAMING MEMBERS <br />RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE <br />3—INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH <br />FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A <br />SINGLE 3—INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE OFFSET. FOR SW 1-7 (2)2x <br />MAY BE SUBSTITUTED FOR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED <br />TOGETHER w/ 10d NAILS STAGGERED © 6" o/c FROM EACH SIDE. <br />4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 4.3A OF THE 2015 AMERICAN WOOD <br />COUNCIL SDPWS (SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC). VALUES ARE BASED ON <br />CDX PLYWOOD SHEATHING STRUCTURAL 1 w/ HEM —FIR NO. 2 FRAMING AND COMMON NAILS, <br />UNLESS NOTED OTHERWISE. OSB STRUCTURAL 1 SHEATHING WITH EQUAL OR GREATER <br />THICKNESS MAY BE SUBSTITUTED. 7/6" SHEATHING SHALL NOT BE SUBSTITUTED FOR 15/32' <br />SHEATHING UNLESS APPROVED BY THE ENGINEER. <br />5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY <br />SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE <br />PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR <br />ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) <br />2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO <br />EACH MEMBER OF THE POST. <br />6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, <br />AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR <br />CONCRETE CAST AGAINST SOIL. <br />7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON <br />TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE <br />SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A <br />MINIMUM OF 33/4" INTO EXISTING CONCRETE. <br />8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR <br />BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST <br />CORROSION. ALL NAILS SHALL BE COMMON OR GALVANIZED BOX PER ASTM F 1667. <br />9. NAILS MUST BE STAGGERED WHEN SPACED AT 2" 0/C. <br />HOLDOWN SCHEDULE <br />*FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS <br />THRU BOLTS OR <br />EMBEDMENT/ <br />MINIMUM <br />le <br />de <br />MODEL <br />ANCHOR BOLT <br />NAILS/SCREWS <br />STRAP LENGTH <br />EDGE DIST. <br />STHD10/RJ <br />N/A <br />(28) 16d COMMON <br />10" EMBED <br />1Y2" <br />NA <br />NA <br />HOLDOWN NOTES <br />1. ALL —THREAD BOLTS SHALL CONFORM TO ASTM A307. <br />2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL THICKNESS IS <br />8". <br />3. ALL HOLDOWNS REQUIRE A (2)2x POST UNLESS NOTED OTHERWISE. WHERE HOLDOWNS ARE <br />INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE STITCH NAILED TOGETHER w/ <br />16d SINKERS STAGGERED © 4" o/c. <br />4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR <br />CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. <br />5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. <br />6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO <br />PROCEEDING. <br />7. ALL HOLDOWN BOLTS MUST BE RE —TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF <br />WALL. <br />HOLDOWN POST. SEE <br />HOLDOWN SCHEDULE OR <br />PLAN FOR MINIMUM <br />REQUIREMENTS <br />LOCATION OF <br />HOLDOWN TO BE <br />INSTALLED <br />FOR DOUBLE SIDED <br />SHEARWALLS, THE SHEATHING <br />LENGTH OF ON EACH FACE MUST EXTEND <br />SHEARWALL v CONTINUOUS BETWEEN <br />HOLDOWN POSTS AS SHOWN. <br />LATERAL MARKING LEGEND <br />42 DIA. <br />dw, <br />OPENING PER PLA <br />STHD14R;L— TYPE OF HOLDOWN TO BE <br />INSTALLED <br />SHEARWALL DESIGNATION — SEE <br />SHEARWALL SCHEDULE FOR FRAMING, <br />NAILING AND ANCHORAGE <br />REQUIREMENTS <br />SEE WALL SECTIONS <br />FOR SIZE AND <br />SPACING OF WALL <br />REINFORCING <br />° <br />.� .. .• -. a •- <br />I-- 4� LQIA.- <br />4� QIA. 4� QIA. 2 —o MIN <br />2 -O MIN. 2 -0 MIN. ALTERNATE BAR <br />DIRECTION <br />CORNER REINFORCEMENT DETAILS <br />il 42 DIA. <br />„ 2'-0" MIN <br />CORNER <br />BAR SAME <br />SIZE & <br />SPACING AS <br />HORIZ. WALL <br />REINF. <br />REVIEWED FOR PERMIT <br />t6 <br />0 <br />N <br />In <br />j0�t <br />O <br />Q <br />o� <br />N <br />-; <br />U <br />m <br />(s) <br />0Z� <br />N� <br />;0 <br />L <br />0 <br />>m <br />� <br />Lu <br />Ln <br />c\l <br />� <br />0 <br />r <br />t <br />c0v�1V <br />of wns0 <br />0(col) y� <br />1"'! to <br />OCT 1 2 2021 <br />Drawn By: VKY <br />Checked 13y:CNR.15 <br />Da-te:09-1 1 -2020 <br />5DA JOB NO. <br />9055 <br />5TRUCTU (SAL <br />N OTFL_ 5 <br />5-3.0 <br />