Laserfiche WebLink
SHEAR WALL INFORMATION: <br />SHEAR WALL NOTES: <br />SHEAR WALLS NOTED 'SW—X' ON THE PLANS <br />SHALL BE AS FOLLOWS UNLESS NOTED <br />OTHERWISE: <br />1. ALL PANEL EDGES SHALL BE BACKED <br />WITH 2" NOMINAL OR WIDER FRAMING <br />(AS INDICATED IN SHEAR WALL <br />SCHEDULE). PROVIDE SOLID BLOCKING <br />AT PANEL EDGES AS REQUIRED. <br />2. SHEATHING SHALL BE APPLIED <br />DIRECTLY TO FRAMING. <br />3. PROVIDE SHEAR WALL SHEATHING AND <br />NAILING FOR ENTIRE LENGTH OF WALLS <br />NOTED ON PLANS. ENDS OF WALLS <br />ARE TYPICALLY DESIGNATED BY <br />EXTERIOR OF BUILDING, CORRIDORS, <br />OR DOORWAYS. PROVIDE HOLDOWNS AT <br />SHEAR PANEL ENDS AS NOTED ON <br />PLANS. <br />4. SHEATHING NAILS SHALL BE SPACED <br />AT 12" ON CENTER ALONG <br />INTERMEDIATE SUPPORTS (SHEATHING <br />FIELD NAILING). <br />5. DISTANCE BETWEEN UPPER TOP PLATE <br />SPLICE AND LOUVER TOP PLATE SPLICE <br />SHALL BE 2'-0" MINIMUM WITH (12) <br />10d NAILS. PROVIDE MST27 STRAP <br />WHERE 2'-0" CANNOT BE ACHIEVED. <br />6, SHEAR WALL EDGE NAILING IS <br />REQUIRED AT STUDS WHERE HOLDOWNS <br />ARE LOCATED. <br />7. NAIL PERPENDICULAR SHEAR WALLS / <br />WALLS / WALL CORNERS TOGETHER <br />WITH 10d FACE NAILS AT 6" O.C. <br />8. REFERENCE TYPICAL SHEAR WALL <br />DETAIL ON THIS SHEET FOR NAIL, CLIP, <br />AND ANCHOR BOLT LOCATIONS, <br />9. MINIMUM (2) ANCHOR BOLTS PER <br />SHEAR WALL ANCHOR BOLTS SHALL BE <br />EMBEDDED IN CONCRETE A MINIMUM <br />OF 6". ALL ANCHOR BOLTS IN SHEAR <br />WALLS SHALL HAVE A MINIMUM OF <br />0.229" THICK BY 3" SQUARE PLATE <br />WASHERS. THE EDGE OF THE PLATE <br />WASHER SHALL EXTEND TO WITHIN <br />112" OF THE EDGE OF THE BOTTOM <br />PLATE ON THE SHEATHED SIDE. <br />10. SIZE AND SPACING OF ANCHOR BOLTS <br />SHALL BE AS INDICATED IN SHEAR <br />WALL TABLE. <br />HOLDDOWN/ STRAPS NOTES: <br />1. HOLDOWNS NOTED HD AND MSTC ON <br />THE PLANS SHALL BE MANUFACTURED <br />BY SIMPSON STRONG —TIE COMPANY. <br />INSTALL PER MANUFACTURER'S <br />RECOMMENDATIONS USING NUMBER OF <br />NAILS AND BOLTS CALLED FOR. <br />ALTERNATE PRODUCTS (BY SIMPSON OR <br />OTHERS) ALLOWED PROVIDED THEY <br />HAVE THE SAME OR GREATER <br />ALLOWABLE TENSIONS CAPACITY. <br />2. SHEAR WALL PANEL EDGE NAILING <br />REQUIRED AT HOLDOWN STUDS. <br />MINIMUM OF (2) STUDS AT EACH <br />HOLDOWN, UNLESS NOTED OTHERWISE. <br />3. NAIL ADJOINING STUDS TOGETHER IN <br />ACCORDANCE WITH PANEL EDGE <br />NAILING IN SHEAR WALL SCHEDULE. <br />4. AT MSTC STRAPS, CENTER STRAP AT <br />CENTER OF RIM JOIST. <br />c'7 <br />SW_2� _-- <br />2T-10" <br />2 <br />S2 <br />2x1� <br />LEDGER SW-2 <br />® (2) 2x6 <br />�o �0 3 <br />HDR, TYP.S�G �S�G <br />4x8 HDR BELOW 2 <br />WINDOWS FOR OPENING FOR <br />ACCESS TO ATTIC STORAGE) <br />ATTACH <br />FLUSH BEAM <br />TO EXIST. <br />TOP PLATE <br />WITH SIMPSON <br />A34 <br />EA. SIDE <br />OF BEAM. <br />AT OPP. <br />END USE <br />SIMPSON <br />HUCQ410 TO <br />G.L.BEAM <br />PER PLAN <br />2x12 FLOOR JOISTS <br />AT 16" O.C. <br />ROVIDE SHEATHING AND G.L. BEAM TO EXTEND <br />AILING PER SHEAR WALL cf) OVER WALL, PROVIDE <br />CHEDULE TO EXTEND TO 0U I FULL HEIGHT IT STUD EA. <br />OP OF SLOPED WALL SIDE OF BEAM WITH <br />'ITH FULL HEIGHT STUDS o O SIMPSON A34 TO TOP <br />OR EXTENT SHOWN � AND BOTTOM PLATES <br />00 N I 3 <br />x <br />N Q 4f <br />II <br />2 <br />S2 <br />ROOF FRAMING PLANT <br />SCALE: 1/4" = 1 ' -O" <br />SHEAR WALL SCHEDULE <br />PLAN <br />SHEATHING <br />PANEL EDGE <br />RIM JOIST OR <br />BLKG. OR TRUSSES <br />BOTTOM PLATE TO <br />ANCHOR BOLTS TO <br />DESIGNATION <br />NAIL SPACING <br />TO TOP PLATE <br />RIM JOIST/BLKG <br />CONC. BELOW <br />10d COMMON <br />RBC AT 24" O.C. <br />SIMPSON 1/4" x 4 <br />5/8" ANCHOR BOLTS AT <br />AT 6" O.C. <br />AT ROOF FOR <br />1/2" LONG SIDS <br />4'-0" O.C. (NEW FOOTING) <br />SW-1 <br />SLOPED BLOCKING <br />SCREWS AT 16" O.C. <br />(OR) <br />(OTHERWISE) <br />SIMPSON FRFP/URFP AT <br />A35 AT 24" O.C. <br />4'-0" O.C. (EXIST. FOOTING) <br />'15f32" PLYWOOD <br />ONE SIDE <br />10d COMMON <br />A35 AT 16" O.C. <br />SIMPSON 1/4" x 4 <br />SW-2 <br />AT 4" 0 C. <br />1 /2" LONG SIDS <br />N/A <br />SCREWS AT 12" O.C. <br />NOTE: <br />PROVIDE ROOF SHEATHING <br />OVER ENTIRE ROOF PER <br />STRUCT. NOTES <br />EXIST. <br />HDR <br />Q <br />i <br />Ln <br />x <br />i w <br />(2) 2x12 <br />`; FLUSH BED <br />—� I HDU HDU <br />AT EXIST. WALLS TO REMAIN <br />FIELD VERIFY EXIST. SHEAR <br />CONNECTIONS AND PROVIDE <br />AS REQ'D TO SATISFY SHEAR <br />WALL SCHEDULE, TYP. <br />EXIST. HDR <br />U; <br />U) <br />O'. <br />�I <br />CIE <br />xl0 <br />w I I- <br />N 1Q <br />5 1 /2"x12" <br />G.L BEAM <br />2) 2x6 HDR <br />(2) 2x6 <br />HDR <br />SW-1 — <br />MEZ, FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />w <br />0 <br />00 <br />x <br />d- <br />6 <br />PROVIDE PLYWOOD <br />SHEATHING PER STRUCT. <br />NOTES (SHOWN SHADED) <br />PROVIDE FULL HEIGHT <br />STUD AT EA. SIDE OF <br />BEAM WITH SIMPSON <br />A34 TO TOP AND <br />BOTTOM PLATES <br />PROVIDE (3) 2x4 BUILT <br />UP COLUMN BELOW <br />BEAM, TYP. (2) PLACES <br />2x6 CEILING JOISTS AT <br />16" O.C. <br />LLI <br />cn <br />z <br />0 <br />in <br />w <br />C'f z <br />0 <br />L <br />w <br />tz <br />o <br />z <br />Date <br />06/07/21 <br />1 <br />z <br />a Q 0 <br />0 3: Q <br />zn� <br />w 0 <br />o = Z <br />o LL of <br />LEGEND: <br />w <br />U.N.O UNLESS NOTED OTHERWISE <br />u <br />NEW 2x4 AT 16" O.C. STUD WALLS <br />Iz <br />w <br />L-==� EXIST 2x WOOD FRAMED WALLS <br />TO REMAIN <br />S,W,_X SHEAR WALL REFER TO SHEAR WALL <br />- <br />SCHEDULE AND TYPICAL SHEAR WALL <br />DETAIL ON SHEET S6 <br />HOLDOWN (OR STRAP) TO ELEMENT <br />9�G BELOW, REF- SHEAR WALL NOTES <br />FOR ADDITIONAL INFORMATION <br />W <br />NOTE: <br />REFERENCE FLOOR PLANS FOR <br />INFORMATION NOT SHOWN. <br />z <br />(DIMENSIONS, DOOR/WINDOW <br />w <br />W <br />SIZES/LOCATIONS, ETC..) <br />o <br />10L' <br />cn <br />si <br />C <br />N <br />w <br />