Laserfiche WebLink
SHEARWALL SCHEDULE (CDX) \-11 , <br /> FOR DOUBLE SIDED <br /> HOLDOWN• POST. SEE SHEARWALLS THE SHEATHING y 1 o" <br /> MARK SHEATHING EDGE FIELD SILL PLATE & BOTTOM/TOP HOLDOWN SCHEDULE OR LENGTH OF ON EACH FACE MUST EXTEND '" �, Ns <br /> NAILING NAILING CONN. 0 FND PLATE CONN. PLAN FOR MINIMUM SHEARWALL CONTINUOUS BETWEEN <br /> REQUIREMENTS HOLDOWN POSTS AS SHOWN. <br /> A <br /> 3/8" CDX 8d {� 6" 8d @ 12" %" 0 A.B. 0 48" LTP4 {chi 20" O/C ., cn Lo <br /> QJ ONE FACE 0/C 0/C 0/C W/ 2x SILL W/ 2x BOTTOM h+`4 +` `'`, o <br /> PLATE PLATE W 1r 1A <br /> illialli OPENING PER PLA A <br /> ci <br /> SHEAR WALL NOTES LOCATION OF j p <br /> 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR NO. 2 UNLESS HOLDOWN TO BE Q kr) `L N N o <br /> NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR INSTALLED STHDI4RJ n u <br /> WIDER FRAMING (SEE NOTE #3). TYPE OF HOLDOWN TO BE U IL tt <br /> SHEARWALL DESIGNATION - SEE INSTALLED 0 < v <br /> 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEARWALL SCHEDULE FOR FRAMING, <br /> U) D co n) <br /> NAILING AND ANCHORAGE o °' a - <br /> SHEATHING MUST EXTEND TO THE OUTSIDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, L <br /> AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. REQUIREMENTS ii o co w m <br /> 3. WHERE SHEATHING NAILING IS SHEARWALL SW-3 AND GREATER, ALL FRAMING LATERAL MARKING LEGEND m <br /> MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A m N <br /> SINGLE 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON d <br /> BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST -,r) , <br /> BE A SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE OFFSET. FOR SW 1-7 <br /> (2)2x MAY BE SUBSTITUTED FOR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH <br /> NAILED TOGETHER w/ 10d NAILS STAGGERED ® 6" o/c FROM EACH SIDE. II <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 <br /> ON CDX PLYWOOD SHEATHING STRUCTURAL 1 w/ HEM-FIR NO. 2 FRAMING AND COMMON ©- I <br /> NAILS, UNLESS NOTED OTHERWISE. OSB STRUCTURAL 1 SHEATHING WITH EQUAL OR <br /> GREATER THICKNESS MAY BE SUBSTITUTED. ifs" SHEATHING SHALL NOT BE SUBSTITUTEDI <br /> FOR 1%2" SHEATHING UNLESS APPROVED BY THE ENGINEER. <br /> 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY 9 <br /> SHEAR WALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE Z <br /> PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR 0 Q <br /> ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE _ <br /> (2) 2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED 1— Q <br /> INTO EACH MEMBER OF THE POST. Q <br /> > r , <br /> 6, ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED 1 <br /> 0 E 0 a <br /> 0 <br /> CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER Z <br /> FOR CONCRETE CAST AGAINST SOIL. ANCHOR BOLTS SHALL BE SECURED TO THE SILL t I • � `� r t :� W W <br /> PLATE WITH 3x3x0.229" WASHERS. e , <br /> 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON • „ °� . x _ u 1 -- W <br /> TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY ' "`` 0 �- <br /> BE SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE ' ` `' ,~ <br /> EMBEDDED A MINIMUM OF 3'N." INTO EXISTING CONCRETE. ®DOUBLE TOP PLATE W/ EDGE NAILING ©HOLDOWN PER SCHEDULE `� `71 "t. , U Lel <br /> (STAGGER) AND PLAN (HDQ8-SDS3 4.'"+ :;, £ (' '' <br /> 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR ®SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) ,'4::... ." k;‘' ``4t ; ,3 <br /> BORATE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO EDGES. BLOCKING AT ALL PANEL EDGES ®COORDIATE ALL STUD, �� <br /> RESIST CORROSION. ALL NAILS SHALL BE COMMON OR GALVANIZED BOX PER ASTM F 1667. WHERE APPLICABLE. ( ,t c,- 1-� ' <br /> AND PLATE SIZES w/ i , _' 4 <br /> ©EDGE NAILING TO HOLDOWN POST (FULL SHEARWALL SCHEDULE M <br /> 9. NAILS MUST BE STAGGERED WHEN SPACED AT 2" 0/C. HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS " a� V <br /> ®STUDS 0 16" ON CENTER `'a`i,''` .� "' <br /> JO EDGE NAILING TO POSTS, <br /> ©PRESSURE TREATED SILL PLATE WITH TRIM STUDS, AND KING �*"c ,-,f,,,,i g ` <br /> EDGE NAILING AND ANCHOR BOLTS PER STUDS ` � <br /> SHEARWALL SCHEDULE. 1;1 BEARING STUD FOR 'OiNiAL ro 'r Drawn By:JIB <br /> ©TOP PLATE SPLICE NAILING TO BE (8) 16d HEADERtr �' Checked 8y: CCC <br /> Date: 09-04-2020 <br /> SINKERS (MIN). LAP 48" MINIMUM. - "., 141 A 9Pe4€1 <br /> CENTER SPLICE ON STUD. <br /> SDA JOB NO. <br /> SHEARWALL ELEVATION W/o RIM 5058 <br /> ®STID, <br /> SCALE: X"=1'-0" <br /> STRUCTURAL <br /> DETAILS <br /> F/' 1 <br /> , S- 4.O <br />