1815 HOLBROOK AVE 2025-03-06 - Laserfiche WebLink

SHEAR J MAUL SG Er,ULE PER 201E IBG GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, $ NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACING A35 SILL OPTIONAL BASE HEM FIR 4*2 MARK 7/I6" TOP 5 STM.ANCHORS BLKG. PLATE SIMPSON MASAP PLATE VALUE PLYWD. EDGES FIELD PLATES detail REQ'D. ANCHOR BOLTS ANCHORS NAILING (#/LF) PI-6" Sd 6" 12" 6" 18" O.G. 2x4 5/8" © 48" © 45" 8 ENDS (2) I6d 010" 240 PI-4" Sd 4" 12" 4" 16" O.G. 2x4 5/8" © 32" © 30" $ ENDS (2) led©1" 34ci PI-3" ** Sd 3" 12" 3" 14" O.G. (2) 2x4/6 5/8" © 24" © 24" $ ENDS (2) I6d©5" 450 PI-2" ** 8d 2" 12" 2" 12" O.G. (2) 2x4/6 3/4" © 24" © IS" S ENDS (2) I6d©5" 585 P2-6" ** Sd 6" 12" 6" 10" O.G. (2) 2x4/6 5/8" © 24" N/A (2) I6d©5" 450 P2-4" ** 8d 4" 12" 4" S" O.G. (2) 2x4/6 3/4" © 20" N/A (3) I6d©5" 100 P2-3" ** 8d 3" 12" 3" 8" O.G. (2) 2x4/6 3/4" © 16" N/A (4) I6d© 5" q00 P2-2" ** Sd 2" 12" 2" 8" O.G. (2) 2x4/6 3/4" © 12" N/A (4) I6d© 4" 1170 **NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 4 PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS OR (2) 2X MEMBERS PER IBC 2015 AND SDPWS-2015 PER SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC, CHAPTER 4.3.1.1 #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X MEMBERS STITCH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH 16d NAILS © 12" O.G. STAGERRED ON THE STUD FACE I. USE POWER-DRIVEN STEEL STUDS AND NAILS BY HILT( OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR 1NALL NOTES 1/16" OSB OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL © 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPACING IS SPECIFIED AT PANEL EDGES, USE I-1/2" 8d SHORT NAILS OR 3X STUDS WITH Sd COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS © 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 45" O.G. © EDGES IN/ (4) 1Od NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN 1/2" OF SHEATHING 1/16" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 GA. STAPLES © 15 GA. STAPLES © 14 GA. STAPLES © 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" O.G. - 430#/ft. 3" O.G. - 390#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. © 6" O.G. - 620#/ft. FIELD SPACING: 12" O.G. NAILS $ STAPLES. HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR USP HOLDOWNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, SIMPSON STHDI4 OR USP STADI4 SIMPSON MST36 OR USP MSTI36 SIMPSON MST45 OR USP KST248 SIMPSON HDUB OR USP TDXIO (pie" ANCHOR BOLT MIN. SIMPSON MSTG48B3 OR USP MSTGB4B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4(6))