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200 LEDGER w/ (3) 4" SIMPSON <br /> " EXTERIOR GRADE SDWH TIMBER-HEX SCREW ® I I EX 1x8 SHEATHING <br /> RAFTER TAIL PLYWOOD 16"oc (EA STUD) I W <br /> o <br /> CAULK PLATE I EX 2x4 @ I6"oc <br /> � � <br /> 1x4 LSSU28 HANGERS � <br /> 5/8" EXT GRADE Z 0 <br /> METAL FLASHING LX 2x10 JOISTS WITH W <br /> DIAPHRAGM EDGE NAIL PLYWOOD SHEATHING <br /> CUSTOM FIR CROWN MOLD Bd ® 6"oc (TYP) 12 LU210 HANGERS © c Y N <br /> I _ <br /> A35'S PER SHEARWALL 1 <br /> 1x4 CEDAR FASCIA I ' 2x SOLID BLOCKING w/ % - EX -4" FINISH FLOOR W Q Q <br /> ASPHALT SATURATED FELT SCHEDULE <br /> it VENT HOLES (TYP) £R� � 1g,.oc �[X T�iG lx8 DIAL 5h�iEATHINC' � � �� <br /> -Y4" T&G SIDING <br /> i a" 2x8 RAFT _ = Li <br /> z L LJ- ----- H-1 CLIP oz <br /> u <br /> CONTINUOUS SOFFIT VENT EA RAFTER 0 = 02-,Soo <br /> *40% FIR U) <br /> NOTE: FIBERGLASS AND FINISHING OF SILL SEAL PANEL NAILING PER <br /> GUTTER TO BE COMPLETED BY OWNER. SHEARWALL SCHEDULE <br /> �w 2x4 CEILING JOISTS Q 16"oc <br /> K W/ LUS24 HANGERS o <br /> CONCRETE FOUNDATION o g <br /> GUTTER AND EAVE TO MATCH EXISTING o SHEARWALL PER PLAN co 5Vx14 PSL. ALIGN EXTERIOR FACE <br /> C WITH EXTERIOR FACE OF SHEATHING <br /> NTS WEATHERPROOEINGNITS <br /> 20 <br /> 5/8" EXT GRADE 1 <br /> PLYWOOD SHEATHING <br /> SHEARWALL SCHEDULE SECTION VIEW O3 <br /> STUDS AT PANEL RIM JOIST OR BLOCKING TO TOP PLATE BOTTOM PLATE ATTACHMENT NTS <br /> MARK SHEATHING' ABUTTING EDGE <br /> PANEL 2 NAILING3-4 BOTTOM PLATE TO RIM ANCHOR BOLT TO SILL PLATE <br /> EDGES SOLID RIM TJI RIM Yz" MAX SHEATHING PER <br /> JOIST BELOW' CONCRETES AT FOUND. SW SCHEDULE <br /> SW1 1%2" CDX PLYWOOD 2x 8d 0 6"oc A35 ® 24"oc 16d ® 6"oc 16d ® 6" oc %"0 ® 48"oc 2x <br /> SW2 1%2" CDX PLYWOOD 3x 8d 0 2"oc I A35 @ 9"0c /A - USE SOLID RI 16d ® 2"oc %"0 @ 12"oc 2x p BOTTOM PLATE NAILING BLOCKING (OR JOIST) PER <br /> 1. WALL SHEATHING SHALL CONSIST OF APA RATED PLYWOOD WITH SPAN RATING 24/0. ALLOW X" SPACING AT ALL PANEL EDGES AND ENDS OF PANEL. PER sw SCHEDULE FLOOR AND ROOF DETAILS <br /> 2. STUDS AT ABUTTING PANEL EDGES MAY CONSIST OF (2)2x STUDS ON PLACE OF 3x STUDS - NAIL (2)2x STUDS TOGETHER WITH BOTTOM PLATE ONE-SIDED SHEARWALL <br /> JOISTS PER PLAN <br /> ATTACHMENT NAILING. (DIR. VARIES) <br /> 3. BLOCK ALL PANEL EDGES W/ 20 FLAT, ATTACH W/ PANEL EDGE NAILING. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS. TYPICAL SHEARWALL <br /> END STUDS SHALL RECEIVE PANEL EDGE NAILING. INTERMEDIATE STUDS. SHALL BE 2x STUDS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS FULL DEPTH BLOCKING <br /> (FIELD NAILING) WITH 8d ® 12"0�. ANCHOR BOLT PLACEMENT TOP PLATE CONNECTION <br /> NTS 5 {OR RIM AT EXTERIOR) <br /> PER SW SCHEDULE <br /> _ <br /> 4. 8d NAILS SHALL BE 0.131" DIAMETER 2Nz" (COMMON). 16d NAILS SHALL BE 0,135" DIAMETER x %" (BOX). <br /> 5. ANCHORS TO CONCRETE SHALL CONSIST OF CAST-IN-PLACE ANCHOR BOLTS, EXPANSION BOLTS, EPDXY GROUTED ALL--THREADS, OR TITEN HD HEAVY PANEL EDGE NAILING <br /> DUTY SCREW ANCHORS. CAST-IN-PLACE ANCHOR BOLTS HAVE A 7" EMBED AND SHALL BE J-BOLT OR SHALL HAVE A HEX NUT AT THE BOTTOM PER SHEARWALL PLAN �I <br /> END. EXPANSION BOLTS SHALL HAVE 5" EMBED AND SHALL NOT BE USED AT STEM WALL LOCATIONS WITH EDGE DISTANCE LESS THAN 5" (INSTEAD PANEL EDGE NAILING <br /> USE EPDXY GROUTED ALL-THREAD OR TITEN HD ANCHORS). EPDXY GROUTED ANCHORS SHALL HAVE 5" EMBED AND 2Y2" MIN. EDGE DISTANCE. SHEARWALL PER PLAN PER SW SCHEDULE <br /> TITEN HD ANCHORS SHALL HAVE 3PZ" EMBED AND 0'4" MIN. EDGE DISTANCE, AT ALL ANCHOR BOLTS, PROVIDE STEEL PLATE WASHERS THAT ARE A BLOCK ALL <br /> MINIMUM OF 0.229" (3 GAUGE) x 3" 0" (SIMPSON BPS¢-3 OR SIMILAR). PLACE BOLTS PER ANCHOR BOLT PLACEMENT DETAIL 5/18. PANEL EDGES <br /> 6. NAILS MUST BE STAGGERED WHEN AT 2"oc, <br /> 7. ALL NAILS AND CONNECTORS MUST BE HOT DIPPED GALVANIZED. <br /> NAILING TO MATCH <br /> BOTTOM PLATE NAILINING <br /> SHEARWALL SCHEDULE INTERSECTING PER SW SCHEDULE <br /> (8) 16d 0 4"oc STAGGERED EACH SIDE NON-SHEARWALL A35 PER SW SCHEDULE <br /> TYPICAL DOUBLE TOP PLATE. OF SPLICE (16d ® 12"oc ELSEWHERE) DIAPHRAGM EDGE NAILING ANCHOR BOLTS AND <br /> WASHERS PER SW PLAN <br /> SHEARWALL PER PLAN PANEL EDGE NAILING JOIST PER PLAN <br /> I PER SHEARWALL PLAN <br /> PANEL EDGE NAILING <br /> PER SW SCHEDULE SILL PLATE PER <br /> I CENTE SPLICE OVER STUD - <br /> SW SCHEDULE <br /> n <br /> BEAM OR HEADER <br /> PER PLAN (2) 16d AT SPACING TO <br /> MATCH BOTTOM PLATE <br /> NAILING PER SW SCHEDULE <br /> SHEARWALL PER PLAN <br /> MULTI-STUD PER PLAN WITH TYPICAL SHEARWALL SECTION <br /> NAILING PER GENERAL NOTES 6'-0" MIN, BTW SPLICES NTS <br /> TYPICAL SHEARWALL INTERSECTIONS 18 of 19 <br /> TYP MULTIPLE-STUD POST CONSTRUCTION 6 TYP TOP PLATE SPLICE CONSTRUCTION n NTS <br /> NTS NTS <br />