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HomeMy WebLinkAboutS2.4ShearwallPlans_07222021a SILL ANCHORS ALLOWABLE SHEAR (PLF) G7 1/2 " GYP. BOARD 7/16" OSB 7/16" OSB 5d @ 7" 8d @ 6" 8d @ 4" 5/8" @ 60" 5/8" @ 48" 5/8" @ 32" (2) 16d @ 12" (2) 16d @ 6" (2) 16d @ 4" A35 @ 16" A35 @ 18" A35 @ 48" 380 260 150 533 365 150 GENERAL NOTES: 1. Studs shall be spaced at 16" oc maximum (plywood may be installed either vertically or horizontally). 2. For Douglas-Fir studs only. 3. Space nails at 12" oc along intermediate framing members. 4. All unsupported panel edges shall be blocked and edge-nailed (EN). 5. Use only Common or Box nails (Galvanized) for all panel and sill plate nailing (Galvanized nails shall be hot-dipped or tumbled). 6. All shear panels are to be continuous between horizontal diaphragms (roof to floor, floor to floor, floor to foundation). 7. Sill anchor bolts shall be cast-in-place and shall have a 7" minimum embedment into concrete or masonry. There shall be a minimum of two anchor bolts, per piece of sill plate, with one bolt located not more than 12" or less than 4" from each end. 8. Plate washers (3"x3"x0.229" thick, minimum) shall be used on all sill anchor bolts. 9. 3x members may be substituted with (2) 2x members nailed together with 10d nails @ 4" oc. FOOTNOTES: a. Studs and/or blocking at adjoining panel edges shall be Double 2x. b. Where panels are applied on both faces of a wall and nail spacing is 6" oc or less, panel joints shall be offset to fall on different framing members. NAIL SPACING (EN) AT PANEL EDGESMATERIALTYPE CONCRETE WOOD ATTACHMENT SILL TO FLR. / TO SILL RIM SEISMIC WIND 6 4 SHEARWALL SCHEDULE - DENOTES HOLDDOWN BRACKET OR STRAP - REF DETAILS 2/S1.5, 8/S1.5, 11/S1.5 PLAN NOTES: HOLDDOWN SCHEDULE MARK MODEL DETAIL MSTC40 SIMPSON MSTC40 11/S1.5 HDU2 SIMPSON HDU2-SDS 8/S1.5 G4 1/2 " GYP. BOARD 5d @ 4" 5/8" @ 48" (2) 16d @ 6" A35 @ 18" 125 125 7/16" OSB (BOTH SIDES) 8d @ 4" 5/8" @ 24" (2) 16d @ 3"A35 @ 12" 760 106444 1 2 3 4 5 6 7 8 9 10 11 12 13 B C E F G H I J HDU2HDU2HDU2HDU26 6 6 6 6 4 4 G4 G4 G4 G4 44 NORTH G4 G4 G4 G4 A D HDU2HDU2HDU2HDU2HDU2HDU21 2 3 4 5 6 7 8 9 10 11 12 13 B C E F G H I J 6 6MSTC40MSTC40MSTC40MSTC40 66 G7 G7 G7 G7MSTC40MSTC40MSTC40MSTC40MSTC40MSTC40MSTC40MSTC40 6 NORTH G7 G7 G7 G7 A D MSTC40MSTC40MSTC40MSTC40MSTC40MSTC40MSTC406 6MSTC40www.lpwarchitecture.com PHONE | 406.771.0770 15 FIFTH ST. SOUTH GREAT FALLS | MT 59401 SHEET NUMBER: PROJECT NUMBER: DATE: CHECKED BY: DRAWN BY: THIS DRAWING IS THE PROPERTY OF THE ARCHITECT. IT HAS BEEN PREPARED SPECIFICALLY FOR THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ARCHITECT. © 2018 L'HEUREUX, PAGE, WERNER, PC No.Date Submittal Schedule Submittal TOWNHOME APARTMENTS7/14/2021 9:32:20 AMS2.4 21-01-135 BP TLSHEARWALL PLANSTRADITIONS SUBDIVISION7/6/2021 1/8" = 1'-0"1 MAIN FLOOR SHEARWALL PLAN 1/8" = 1'-0"2 UPPER FLOOR SHEARWALL PLAN Revision Schedule No. Revision Date 7/15/2021 STRUCTURAL ONLY