717 HAWTHORNE ST BLDG B 2024-12-30

I i I I v � I HEM-FIR STUDS, %" PLYWOOD, & 8d NAILS' o j 1�0 �n a � o n 00 N w WOOD-FRAMED SHEAR WALL SCHEDULE FOR HEM-FIR FRAMING W(8d SHEATHING NAILS W o U SW SHEATHING BOTTOM PLATE FRAMING CLIP MINIMUM RIM FRAMING AT BLOCKING AT ANCHOR BOLT TO SILL R AT SHEAR WALL CAPACITY PLF SW TYPE EDGE NAILING ( ) ry W APA RATED ATTACHMENT TO WALL QELOY! THICKNESS PANEL EDGES PANEL EDGES CONCRETE FOUNDATION FOUNDATION (�) I'M (14) (t.�e) (.i�.u) U) mm) (n) SEISMIC WIND I '0 0 48'OC P.T. 2x SW-6 '%32 CO-EXT 0 0.131'0 x ?}�" O.t4 x 3/� LTP5 0 18"OC 11/2 2x 2x 242 339 0 6�OC 0 5'OC S/g'0 060'OC P.T. 3x i5 0.131'0 z r, 0 1 S/e m 0 32"OC P.T. 2. w SW-4 /32' CO-EXT 2Y 0.1 B x 3/x LTP5 0 12"OC 1'/' 2x 3x OR 353 495 N 0 4"OC ® 4'OC 2 FLAT 2x %_0 0 40"OC P.T. 3x w 0 I %'0 0 24"OC P.T. 2. 7 -�^- � 15 0.131"0 x 2Y" 0.148"0 x 3/i t - 3x OR W �, SW-3 2 CD-EXT ® 3'OC 0 3'OC LT/P� ® L�OC 1 2 2x FLAT 2x �8^m © 32'OC P.T. 3x 456 637 -----1 0 SW-2 ' %'0 0 18"OC P.T. 2x Q IS 0.131'0 x ?y 0.148'0 x 3/' t . 3x OR /2' CD-ExT 2 � LTP5 0 6"OC 3/ 2x 595 832 � I 0 2"OC 0 2"OC, STAGGERED 2 FLAT 2x -/e 5 O 0 0 24'OC P.T. 3x 2Sw-4 1y/32 CD-EXT 0.131-0 x 2y2' SDS25500 0 4'OC, 1 3x OR g . W BOTH SIDES LTP5 ® 6'OC 3/2" 3x 0 0 24'OC P.T. 3x 707 990 0 0 4'OC STAGGERED STAGGERED 2x \i 19 0. w 2SW-3 '%32' CD-EXT 0.131"m x 2)2" SDS25500 0 3'OC. LTP5 0 8"OC & t 3x OR g ^� m OOTH SIDES 0 3 OC STAGGERED A35 0 8'OC 3/2 STAGGERED 2x 3x /8'0 O 16'OC P.T. 3x 91 I 1274 �y w G ~ v < V 2Sw-2 15/32" CD-Exr 0.131"0 x 2�" SDS25500 0 3'OC, LTP5 0 6"OC & 3t/2 3x OR 3x %g'0 0 12'OC P.T. 3x tt90 1665 W V BOTH SIDES 0 2'OC STAGGERED A35 0 6'OC STAGGERED 2x u N � � 0.. w NOTE 1. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE V o' U STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. I, 2. BLOCKING IS REQUIRED AT ALL PANEL EDGES. 3. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS DESIGNATED ON PLANS. HOLDOWN REQUIREMENTS PER PLANS. ` y 4. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLDOWN POSTS. ADDITIONAL INFORMATION PER HOLDOWN SCHEDULE & V J DETAILS. ¢ r- 5. INTERMEDIATE FRAMING 10 BE 2x MINIMUM MEMBERS. ATTACH SHEATHING 10 INTERMEDIATE FRAMING WITH 0.131'04y" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.131"0xy' NAILS AT 6'OC WHERE U V U STUDS ARE SPACED AT 24'OC. 6. 'LTP5 SHALL BE ORIENTED LENGTHWISE (HORIZONTAL) AT PLATE TO RIM, 4t O 7. BASED ON 0.131"0xl�' NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE O.131'0x2y" W NAILS WHERE INSTALLED OVER SHEATHING. CL V1 p c/l 8. SIMPSON "A35" MAY BE USED IN LIEU OF "LTP5'. 9. MUDSILL ANCHORS' SIMPSON "MASA' OR "MASAP" STANDARD INSTALLATION. REFER TO MANUFACTURER FOR MORE INFORMATION. 10. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS 3'x3"xO.229'(MIN). THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED ''6'x17q" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER TO EXTEND TO WITHIN y' OF aa'' THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. WHERE SHEAR WALLS ARE SHEATHED ONI'P. l�CC BOTH SIDES OF 2x6 WALL FRAMING, USE 4.5"x3"xO.229"(MIN) PLATE WASHERS. EMBED ANCHOR BOLTS 7" O� k q�� MINIMUM INTO THE CONCRETE. [5/8'0x8_ THEN HD ANCHOR SCREWS MAY BE USE IN LIEU OF J-80LTS AT �Y EXISTING CONCRETE WITH PLATE WASHER & SPACING REQUIREMENTS PER SCHEDULE.] 11. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED (E LECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL NOTES. 12. AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING. ' 13. WHERE ABUTTING PANELS OR SILL PLATES REQUIRE 3x MINIMUM, NAIL STUDS TO 3x BOTTOM/SILL PLATES WITH (3) 0.148"0x3/,- TOENAILS. 14. 'SDS25500" IS '/4'04' SIMPSON SELF-TAPPING, STRUCTURAL WOOD SCREW WITH A 3/8- HEX HEAD AND HAVE A MINIMUM 3/,' FROM PLATE EDGE TO SCREW CENTERLINE AND Z' EMBED INTO RIM.