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C � <br /> SHEATHING& ENGINEERING <br /> NAILING PER ROOF 250 4TH AVE. S., SUITE 200 <br /> FRAMING PLAN DIAPHRAGM BOUNDARY (4)8d NAILS EDMONDS, WASHINGTON 98020 <br /> NOTES NAILING PER ROOF INTO EA BLOCK PHONE (425) 778-8500 <br /> FRAMING PLAN NOTES FAX (425) 778-5536 <br /> ROOF SHEATHING AND - <br /> NAILING PER ROOF 2x OUTLOOKER(24" <br /> FRAMING PLAN NOTES MAX OVERHANG) 2x4 BLOCKING <br /> EACH BRACE <br /> DIAPHRAGM BOUNDARY 2x4 BLOCKING W/SILL I I <br /> NAILING PER ROOF PLATE NAILING PER GABLE END TRUSS (6)30d <br /> FRAMING PLAN NOTES SHEAR WALL SCHEDULE <br /> BOUNDARY NAILING PER <br /> ROOF FRAMING PLAN NOTES <br /> FULL DEPTH BLOCKING A35 CLIP PER 2x BLKG EA BAY <br /> RIPPED TO MATCH SLOPE SHEATHING AND SW SCHED(24" <br /> OF ROOF PROVIDE(2)2x4 OR ROOF SHEATHINGRAND <br /> NAILING TO MATCH OC MAX) NAILING PER ROOF ROOF RAFTERS ROOF SHEATHING <br /> SHEAR WALL BELOW (1)2x6 DIAGONAL FRAMING PLAN NOTES PER PLAN <br /> SIMPSON LSTA15 BRACE DI GO OC PER PLAN&NOTES <br /> SILL PLATE NAILING A35 EACH LINE <br /> STRAP EACH SPLICE d <br /> OF EACH <br /> R of <br /> PER SHEAR WALL FULL DEPTH BLKG <br /> SCHEDULE -- RIPPED ToSLOPE MATCTC <br /> H <br /> m <br /> PRE-ENGINEERED ROOF <br /> TRUSS PER PLAN SHEATHING&NAILING ,.{� 1Bfiu <br /> 2x4 BLOCKING L'i� L <br /> PROVIDE BOUNDARY PER PLAN&SHEAR 2x4 BLOCKING FOR EACH BRACE ROOF RAFTERS `'J'70NAL <br /> NAILING ATTOP PLATE PER SI MPSON H2.5A WALL SCHEDULE (3)TRUSS SPACES @ SIMPSON A <br /> SHEAR WALL-SCHEDULE TIE AT EACH TRUSS 4'-0"OC MAX NOTE: PER PLAN EA RAFTER 16d TOENAILS <br /> RAKE WALL WITH REFER TO CASE A FOR ATTACH RAFTERS TO @ 6"OC 09105121 <br /> SHEATHING AND FULL HEIGHT STUDS 6d COOLER NAILS @ INFORMATION NOT BEAM W/3/16"x 8" <br /> NAILING PER PLAN STUD WALL FRAMING AT SCISSOR TRUSSES 6"OC OVER EXTENTS SPECIFICALLY CALLED OUT TIMBERLOK TRUSS SCREW <br /> AND SHEAR WALL OF BLOCKING RIDGE BEAM <br /> SCHEDULE PER PLAN NOTES 16d @ 6"OC 2x4 BLKG W/ PER PLAN <br /> S6d @ 6"OC <br /> OPTION A.BLOCKING AND STRAPS OPTION B.BRACING <br /> BEAM PER PLAN <br /> TYPICAL TRUSS SUPPORT DETAIL „ TYPICAL GABLE END SECTION ��� TYPICAL RAFTER SUPPORT DETAIL RIDGE BEAM SECTION <br /> SCALE: 1"=1'-0" <br /> I m <br /> O 10 <br /> d 73 s <br /> 2x6 CONTINUOUS H-. <br /> NG RIDGE BOARD,TYP 2x6 RAFTERS _ <br /> 111xDVEaHN tz <br /> @ 24 OC V) <br /> o a a <br /> SHEATHING AND NAILING PER <br /> ROOF FRAMING PLAN NOTES ROOF SHEATHING AND <br /> SIMPSON A34 NAILING PER ROOF ry ry <br /> EA OUTLOOKER FRAMING PLAN NOTES H N m <br /> 2x OUTLOOKER PER ARCH DIAPHRAGM BOUNDARY SIMPSON A35 00 <br /> DIAPHRAGM BOUNDARY NAILING PER ROOF EACH RAFTER O O <br /> NAILING PER ROOF ROOF SHEATHING AND FRAMING PLAN NOTES <br /> FRAMING PLAN NOTES NAILING PER ROOF 2x4 VERTICAL SUPPORT S' <br /> FULL DEPTH BLKG RIPPED 0_ <br /> FRAMING PLAN NOTES TO MATCH SLOPE OF ROOF MEMBERS SPACED @ Q <br /> 2'-0"OC ALIGN W/EA E <br /> FULL DEPTH BLKG SILL PLATE NAILING RAFTER BELOW TYP <br /> RIPPED TO MATCH PERSW SCHED (2)10d@6"OC DESIGN: RMK <br /> SLOPE OF ROOF - <br /> I 9� ROOF RAFTERS DRAWN: LVW <br /> I SHEATHING AND yp y PER PLAN CHECK: <br /> NAILING PER PLAN AND 2x4 BLKG W/SILL PL 16d @ 6"OC <br /> SHEAR WALL SCHED SHIM BELOW NAILING PER SHEAR JOB NO: 21267.10 <br /> ROOF RAFTERS OUTLOOKER AS REQ'D <br /> 2x6 0UTLOOKER W/ WALL SCHED 2x NAILER W/(2)16d DATE: 07/21/21 <br /> PER PLAN,LAPPED SLOPE CUT PER ARCH @ EACH RAFTER <br /> 2x4 BLKG W/SILL PL SIMPSON H2.5A TIE <br /> PROVIDE BOUNDARY <br /> NAILING PER SHEAR FULL HEIGHT STUDS AT SIM SECTION,NOTCH <br /> WALL SCHED AT GABLE END NAILING AT TOP PLATE PER RAFTERS TO ACCOMMODATE <br /> SHEAR WALL SCHEDULE EXISTING STUD WALL <br /> SIMPSON H2.5A <br /> TIE EA RAFTER SHEATHING AND NAILING STUD WALL FRAMING NOTE: <br /> PRL VIDE BLOCKING @ <br /> PER PLAN AND SHEAR PER PLAN NOTES <br /> BEAM PER PLAN WALL SCHEDULE ALL EDGES&SUPPORTS <br /> TYPICAL RAFTER SUPPORT DETAIL � SECTION TYPICAL RAFTER SUPPORT DETAIL �e STICK FRAMED OVERFRAMING DETAIL <br /> V SCALE: 1"=1'-0" SCALE: 1"=V-0" 0 SCALE: NTS <br /> SHEATHING AND NAILING PER IV <br /> DIAPHRAGM BOUNDARY ROOF FRAMING PLAN NOTES EXIST WALL J <br /> FRAMING <br /> NAILING PER ROOF 72x4ILKG <br /> W FRAMING PLAN NOTES 2x6 HF LEDGER W/(2)16d @ <br /> ES 12"OC NAILS INTO BLKG 2x6 HF BLKG SLOPED 0 F— <br /> PROVIDED BETWEEN STUDS TO MATCH LOWER Q W <br /> FULL DEPTH BLKG ROOF PROFILE <br /> RIPPED TO MATCH W <br /> SLOPE OF ROOF <br /> � M <br /> W N <br /> Z <br /> I RAFTER PER I U w 00 <br /> OF RAFTERS PLAN Z , C <br /> R PLAN BEAM PER PLAN UJ L <br /> 2 Q Q Q <br /> SILL PL NAILING <br /> PER SHEAR WALL SCHED w ~ <br /> N <br /> STUD WALL PER 2x6 CEILING 2x NAILER Y w <br /> STRUCTURAL NOTES JOIST @ 24"OC Q 0 Q M w <br /> 1 <br /> J — > <br /> RAFTER SUPPORT IN ATTIC RAFTER DETAIL AT LOWER ROOF N ul w <br /> SCALE: -0" SHEET: <br /> S5.1 <br />