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SHEAR WALL SCHEDULE (15/32" SHEATHING W/ HP OR SPF STUDS & 10d FASTENERS) <br />WALL TYPE <br />WALL SHEATHING APA-RATED <br />STRUCTURAL-1 [1,2,13,14] <br />NAIL SPACING @ ALL <br />SHEATHING EDGES [4,5,61 <br />BLOCKING AND STUD SIZE @ <br />ADJOINING SHEATHING EDGES [3,7,14] <br />RIM JOIST OR BLOCKING CONN. <br />TO TOP PLATE BELOW [8,9,10] <br />WALL BOTTOM PLATE & ATTACHMENT TO WOOD <br />STRUCTURE BELOW [16,171 <br />WALL MUD SILL PLATE AND ATTACHMENT TO <br />CONCRETE STRUCTURE BELOW [11,12,151 <br />W6 <br />15/32 <br />6" OIC <br />2x <br />CLIP @ 24" O/C <br />2x PLATE 0.162"0 x 3 1/2" NAILS @ 6" O/C <br />2x PLATE 5/8" AB @ 48" O/C <br />W44 <br />15/32 <br />4" O/C <br />3x <br />CLIP @ 16" O/C <br />2x PLATE 0.162" 0 x 3 1/2" NAILS@ 4" O/C <br />2x PLATE 5/8" AB @ 32" O/C <br />SHEAR WALL NOTES: <br />[9[ FRAMING CLIPS: SIMPSON A35 OR LTP4 OR APPROVED EQUIVALENT, SEE DETAILS. <br />[1 INSTALL SHEATHING EITHER HORIZONTALLY OR VERTICALLY. [10] WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, (PROVIDE DOUBLE <br />JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS IN ROWS 1-1/2" APART MINIMUM. <br />[2) WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 3x (OR [11] TYPICAL ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS 1/4"x3"x3". <br />DOUBLE 2x) FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THIE OPPOSITE SIDES ARE NOT LOCATE ANCHORS SUCH THAT THE EDGE OF EACH PLATE WASHER IS WITHING 1/2" OF WALL <br />LOCATED ON THE SAME STUDS. SHEATHING. SLOTTED HOLES UP TO 1-3/4"° LONG ARE PERMITTED IN PLATE WASHERS. EMBED <br />[3] BLOCKING IS REQUIRED AT ALL SHEATHING EDGES. SEE SCHEDULE FOR SIZE, ANCHOR BOLTS 7" MINIMUM INTO CONCRETE UNLESS SHOWN OTHERWISE. <br />[4) PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS [12[ PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. <br />INDICATED ON THE PLAINS, ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, PROVIDE HOT -DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND <br />DOORWAYS OR AS DESIGNATED ON PLANS. REFERENCE PLANS FOR HOLDOWN LOCATION AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH <br />SIZE. PRESSURE TREATED FRAMING MEMBERS AND/CR WHERE EXPOSED TO MOISTURE/HUMIDITY, <br />[5[ SHEATHING EDGE NAILING IS REQUIRED AT ALL SHEAR WALL END POSTS: WHERE END POST (131 DO NOT APPLY WOOD SHEATHING OVER GYPSUM BOARD. <br />IS COMPRISED OF MULTIPLE 2x MEMBERS, STAGGER EDGE NAILING EQUALLY TO EACH MEMBER; [141 AT ADJOINING SHEATHING EDGES, DOUBLE 2x STUDS NAILED TOGETHER MAY BE USED IN <br />IN ADDITION, SISTER EACH MEMBER PER SHEAR WALL NOTE [14]. PLACE OF A SINGLE 3x STUD. FASTEN DOUBLE 2x STUDS TOGETHER WITH 3" LONG NAILS WITH <br />[6) NAIL SIZE TO BE 0.131"0 (OR 0.113"0 IF HDG) WITH MINIMUM 1-3/3" PENETRATION IN STUD. THE SAME DIAMETER AND AT THE SAME SPACING AS THE PLATE NAILING. ALL BUILT-UP END <br />STAGGER NAILING AT SHEATHING EDGES WHEN NAILS ARE SPACED AT 4"° O/C OR LESS. POSTS SHALL BE NAILED SIMILARLY. <br />(71 INTERMEDIATE FRAMING SHALL BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO [15[ SEE TYPICAL DETAILS FOR ANCHOR BOLT OPTIONS. SEE STRUCTURAL NOTES FOR SPECIAL <br />INTERMEDIATE FRAMING WITH 0.131"Ox2-1/2" NAILS AT 12" O/C WHERE STUDS ARE SPACED AT INSPECTION REQUIREMENTS. <br />16" O/C AND 0.131"Ox2-1/2" NAILS AT 6" O/C WHERE STUDS ARE SPACED AT 24" O/C. (16) PROVIDE (2) ROWS OF NAILS WITH 1/2" ROW SPACING TO RIM JOIST WHERE BOTTOM PLATE <br />[II] BASED ON 0.131"Ox1-1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. NAILING IS 3"° O/C OR LESS. <br />USE 0.131"Ox2-1/2"° NAILS WHERE INSTALLED OVER SHEATHING. [171 WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, PROVIDE DOUBLE RIM OR BLOCKING <br />IN ACCORDANCE WITH DETAILS) AND ONE ROW OF PLATE NAILING TO EACH PLY. <br />m <br />Cr- <br />Al <br />FOUNDAMN PLAN <br />[ - - - - - - - -r - - <br />I a <br />I <br />I <br />I <br />' - 4" TYP A.A. <br />SHEARWALL ENDPOST SCHEDULE <br />TYPE DESCRIPTION <br />SWEP - 2 (2) 2x5 MIN HF#2 <br />NOTE <br />SWEP SIZE SHOWN IS MINIMUM AND MAY REQUIRE <br />ADDITIONAL STUDS PER HEADER & OTHER DETAILS <br />FOOTING SCHEDULE <br />MARK <br />SIZE <br />DEPTH <br />REINFORCING <br />IP B l <br />DETAIL REF <br />F2.5 <br />2"-6"x2"-6" <br />101" <br />(3)4 EACH WAY <br />SPREAD FOOTING <br />3/S301 <br />F3.0 <br />3'-0®x3'-0" <br />12" <br />(4)#4 EACH WAY <br />SPREAD FOOTING <br />3/S301 <br />TS2.5 <br />2"-6"x2"-6" <br />1U, <br />(3)#4 EACH WAY <br />THICKENED SLAB FOOTING <br />8/S301 <br />3 <br />4" SLAB ON I 2O <br />GRAI E O® <br />1 & <br />-- <F2- <br />.5 ----— - - ---- <br />TYP--—--—- - — - - -— -- <br />H1 G G S301 <br />Cj <br />Cj <br />' /71 Cj <br />p p 9 p I <br />W4 <br />I <br />CS2.5> <br />1 <br />H1 <br />r,2 <br />1 <br />O <br />I <br />®e�p��° <br />1.3 )PLAN H N®ND INDICATES HEADER PER DETAIL 1 / S302 <br />IX <br />2) WALLS SHOWN ARE 2X6 @ 16" O/C PER TYPICAL DETAILS AND STRUCTURAL <br />NOTES UNLESS NOTED OTHERWISE. <br />co <br />co <br />E <br />Y <br />18 CS <br />ry <br />CU <br />" <br />x <br />C <br />c <br />u <br />n <br />} t - <br />c' ®. <br />Nco <br />J M <br />JLj_ <br />iab <br />t?�w <br />fv 14A <br />v <br />k <br />C� co <br />G cn <br />Ven Scale: <br />Enclosing box measures 1/2 inch tall x 2112 inch wide <br />when drawings are printed at full scale. <br />DigfC,Tr-Seal <br />Applied to PDF <br />0 copyright KW:2017 <br />