2014 W Hemlock Way & Unit #2 - Plan

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SYM ffi � M � 1 � 1 xx � ll SHEAR SCHEDULE (CDX STRUCTURAL 1) SIDE #FT MAlERIAL NAILS EDGE FIELD GRD. FLOOR UPPER FLR. A35 ONE 225 J/.c.8" PAPER 3 6 5/8" 0 48" 16d O 7• 24" o.c. �KED LATH , I.C.B.0 1823 UNBLK D W/1 GA. STAPLES ONE 280 15/32" PLYWD (24/0) 8d 6 12 5/8" 0 48" 16d O 6" 15" o.c. WALL CONSTRUCTION: 2X SILL, STUDS, & TOP PLATES. USE END POST PER H0LD0WN REQUIREMENTS TWO 560 15/32" PLYWD (24/0) 8d 6 12 5/8" 0 24" 15/32"9101· o.c. I 1· o.c. WALL CONSTRUCTION: 3X SILL, 3X STUDS O BOUNDARIES, & 3X TOP PLAlE, OFFSET ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST. ONE 350 15/32" PLYWD (24/0) 8d 4 12 5/8" 0 32" 16d O 5• 12· WALL CONSTRUCTION: 2X SILL, STUDS, & TOP PLATES. USE END POST PER H0LD0WN REQUIREMENTS ONE 430 15/32" PLYWD (24/0) 8d 4 12 5/8" 0 32" 16d O 4• 10· o.c. WALL CONSTRUCTION: 3X SILLO FOUNDATION, 2X SILL O RAISED FLOOR 8R �EC0ND STORY, 3X STUDS O ADJOINING PANELS, & 2-2X TOP PLATES. USE 3X END POST MIN OR IS REQD BY H0LD0WN TWO 860 15/32" PLYWD (24/0) 8d 4 12 5/8" 0 16" 15/32•9101· o.c. I 5• o.c. WALL CONSTRUCTION: 3X SILL, 3X STUDS O BOUNDARIES, & 3X TOP PLAlE, OFFSET ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST. ONE 550 15/32" PLYWD (24/0) 8d 3 12 5/8" 0 24" 16d O 3• 7• o.c. WALL CONSTRUCTION: 3X SILLO FOUNDATION, 2X SILL O RAISED FLOOR 8R �EC0ND STORY, 3X STUDS O ADJOINING PANELS, & 2-2X TOP PLATES. USE 3X END POST MIN OR IS REQD BY H0LD0WN TWO 1100! 15/32" PLYWD (24/0) 8d 3 12 5/8" 0 16" 15/32"9106" o.c. I 7• o.c. 0 E.S. WALL CONSTRUCTION: 3X SILL, 3X STUDS O BOUNDARIES, & 3X TOP PLAlE, OFFSET ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST. ONE 730 15/32" PLYWD (24/0) 8d 2 12 5/8" 0 16" 16d O 2· 6" o.c. WALL CONSTRUCTION: 3X SILLO FOUNDATION, 2X SILL O RAISED FLOOR 8R �EC0ND STOF!f�O{JX BLK' 1YN 3X STUDS O ADJOINING PANELS, & 2-2X TOP PLATES. USE 3X END POST MIN OR IS REQ H0LD0 TWO 1460 15/32" PLYWD (24/0) 8d 2 12 5/8" 0 16" 1/2"tl07.5" 0.C. 16" 0.C. 0 E.S. WALL CONSTRUCTION: 3X SILL, 3X STUDS O BOUNDARIES, & 3X TOP PLAlE, OFFSET ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST. ONE 870 15/32" PLYWD (32/16) 10d 2 12 5/8" 0 16" 16d O 2· 5• o.c. WALL CONSTRUCTION: 3X SILLO FOUNDATION, 2X SILL O RAISED FLOOR 8R �EC0ND STOF!f�O{JX BLK' 1YN 3X STUDS O ADJOINING PANELS, & 2-2X TOP PLATES. USE 3X END POST MIN OR IS REQ H0LD0 TWO 1740 15/32" PLYWD (32/16) 10d 2 12 5/8" o 8" 1/2"9106" o.c. I 5• o.c. 0 E.S. WALL CONSTRUCTION: 3X SILL, 3X STUDS O BOUNDARIES, & 3X TOP PLAlE, OFFSET ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST • 1.WHERE PANEL NAILING IS SPACED O 2" 0.C. OR CALCULAlED SHEAR LOAD EXCEEDS.& 350 PLF, USE: a)3X STUDS O ADJOINING PANELS W/ STAGGERED NAILSb)3X SILLS O FOUNDATION LEVEL c)NAIL DOUBLE TOP PLATES TOGETHER W/ 16d SINKER NAILS O 4" 0.C.d)PLYWOOD PANEL EDGE NAILING SHALL BE STAGGERED.2.WHERE PLYWOOD SHEAR PANELS OCCUR ON BOTH SIDES OF WALL:a)USE 3X STUDS O ALL BOUNDARIES (TOP PLATES, & ADJOINING PANELS) b)OFFSET ADJOINING PANELS ON OPPOSING SIDES W/ PLYWOOD PANEL EDGE NAILING SHALL BE STAGGERED. 3.WHERE SILL NAILING IS 2" OR LESS, OR LAG SCREW IS USED PROVIDE 3X BLK'G, RIM JOIST, OR BEAM INSURE THAT THE WOOD BEAM BELOW AND DOES NOT lEND TO SPLIT. PRE-DRILL FOR NAILS IF SPLITTING IS OBSERVED, USING A DRILL SIZE 3/4 OF THE DIAMElER OF THE SILL NAILING. 4.MINIMUM 3X NOMINAL FRAMING AT ADJOINING PANEL EDGES AND STAGGERED EDGE NAILING WHERE 10d NAILS WIHT MORE THAN 1 1/2 INCHES PENETRATION INTO FRAMING ARE SPACED 3 INCHES ON CENTER OR CLOSER. 5.NO ADJOINING PANEL JOINTS SHALL NOT BE USED AT 2X SILL PLAlE AT RAISED FLOOR OR 2nd. STORY OTHERWISE, USE 3X SILL PLAlE.6.ALL PLYWOOD EDGES TO BE BLOCKED-USE 3X BLOCKING AT 2" 0.C. NAILING. 7.NAILS SHALL BE COMMON OR GALVANIZED BOX (HOT-DIPPED OF TUMBLED). 8.ALLOWABLE LOADS FOR "sos· SCREWS ARE BASED ON SIMPSON CATALOG AND ICC-ES CODE REPORT ESR-2236. 9."sos· SCREWS INSTALL BEST WITH A LOW SPEED 1/2" DRILL WITH A 15/32" HEX HEAD DRIVER. 10.FULL PENETRATION INTO MAIN MEMEBR IS REQUIRED FOR SIMPSON ·sos· WOOD SCREWS. 11.LOAD DURATION FACTOR OF Co=1.6 IS CONSIDERED IN ALLOWABLE VALUES OF "sos· SCREWS. 12.THE ANCHOR BOLTS FOR SHEAR WALLS SHALL INCLUDE SlEEL PLAlE WISHER, A MIN. 0.229x3x3 IN SIZE.13.SEISMIC FORCE IS INCREASED 25,C FOR CONNECTIONS OF DIAPHRAGM TO SHEAR WALL 14.TABLE BASED ON C.B.C. EDm0N.