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Ilk <br /> IENGIN&RIM <br /> SHEATHING& f'-"JJ 250 4TH AVE. S., SUITE 200 <br /> NAILING PER ROOF DIAPHRAGM BOUNDARY 1��Y4 EDMONDS, WASHINGTON 98020 <br /> FRAMING PLAN - (4i 8d NAILS Fc j '1� <br /> NOTES NAILING PER ROOF INTO EA BLOCK i ,�� PHONE (425) 778-8500 <br /> ` FRAMING PLAN NOTES FAX (425) 778-5536 <br /> i ROOF SHEATHING AND 2x OUTLOOKER(24" — <br /> _ NAILING PER ROOF <br /> FRAMING PLAN NOTES MAX OVERHANG) - ••�2x4 BLOCKING - - <br /> EACH BRACE <br /> DIAPHRAGM BOUNDARY 2x46LOCKING W/SILL <br /> NAILING PER ROOF PLATE NAILING PER GABLE END TRUSS - (6)l0d <br /> FRAMING PLAN NOTES SHEAR WALLSCHEDULE <br /> BOUNDARY NAILING PER <br /> FULL DEPTH BLOCKING All CLIP PER ROOF FRAMING PLAN NOTES 2x BLKG EA BAY <br /> RIPPED TO MATCH SLOPE SHEATHING AND SW SCHED(24" ROOF SHEATHING AND <br /> OF ROOF NAILING TO MATCH OC MAX) PROVIDE(2)2x4 OR NAILING PER ROOF ROOF RAFTERS ROOF SHEATHING <br /> SHEAR WALL BELOW - (1)2x6 DIAGONAL FRAMING PLAN NOTES PER PLAN 111 PER PLAN&NOTES <br /> SIMPSON LSTA15 <br /> SILL PLATE NAILING A35 EACH LINE STRAP EACH SPLICE BRACE AT 4'-0"OC .S,�$GRa�`"LG <br /> PER SHEAR WALL OF BLOCKING FULL DEPTH BLKG �7�5w OF SefyS. <br /> IF SCHEDULE -- RIPPED TO MATCH t' -rr p <br /> 1 K <br /> n SLOPE OFROOF- °L <br /> PRE-ENGINEERED ROOF - •• -' \ <br /> TRUSS PER PLAN ° , , <br /> SHEATHING&NAILING 2x4 BLOCKING <br /> PROVIDE BOUNDARY PER PLAN&SHEAR 2x4 BLOCKING FOR EACH BRACE ROOF RAFTERS SIONAL <br /> NAILING ATTOP PLATE PER SIMPSON H2.SA WALL SCHEDULE (3)TRUSS SPACES @ - SIMPSON A34 <br /> TIE AT EACH TRUSS NOTE: PER PLAN <br /> SHEAR WALLSCHEDULE 4'-0"OC MAX EA RAFTER 16d TOENAILS - <br /> RAKE WALL WITH REFER TO CASE A FOR ATTACH RAFTERS TO @ 6"OC V �� <br /> SHEATHING AND FULL HEIGHT WITH 6d COOLER NAILS @ INFORMATION NOT BEAM W/3/16"x 8" <br /> NAILING PER PLAN STUD WALL FRAMING AT SCISSOR TRUSSES O OC OVER EXTENTS SPECIFICALLY CALLED OUT TIMBERLOK TRUSS SCREW RIDGE BEAM J <br /> AND SHEAR WALL OF BLOCKING 16d @ 6"OC 2x4 BLKG W/ PER PLAN J <br /> SCHEDULE PER PLAN NOTES <br /> l6d @ 6" <br /> OC <br /> OPTION A.BLOCKING AND STRAPS OPTION B.BRACING <br /> BEAM PER PLAN <br /> 1 <br /> TYPICAL TRUSS SUPPORT DETAIL 2 TYPICAL GABLE END SECTION �„�TYPICAL RAFTER SUPPORT DETAIL RIDGE BEAM SECTION <br /> SCALE: 1"=i'-0" V SCALE: 1"=1'-0" 4' SCALE: 1"=1'-0" � <br /> f O m v= <br /> 2x6 CONTINUOUS C N <br /> NG RIDGE BOARD,TYP 2x6 RAFTERS F' <br /> x NERNP w <br /> Lo <br /> w w <br /> ❑ c. a <br /> SHEATHING AND NAILING PER @ 24"OC <br /> - ROOF FRAMING PLAN NOTES ROOF SHEATHING AND f R <br /> SIMPSON A34 NAILING PER ROOF W <br /> EA OUTLOOKER FRAMING PLAN NOTES <br /> 2x OUTLOOKER PER ARCH DIAPHRAGM BOUNDARY SIMPSON A35 Q N O <br /> DIAPHRAGM BOUNDARY NAILING PER ROOF EACH RAFTER O O O <br /> NAILING PER ROOF ROOF SHEATHING AND FRAMING PLAN NOTES <br /> FRAMING PLAN NOTES NAILING PER ROOF I - 2x4 VERTICAL SUPPORT Y <br /> FULL DEPTH BLKG RIPPED MEMBERS SPACED <br /> FRAMING PLAN NOTES TO MATCHT-13 @ <br /> SLOPE OF ROOF <br /> SILL PLATE NAILING RAFTER C ELIOW TYP GN W1 A, <br /> FULL DEPTH BLKG PER SW SCHED <br /> RIPPED TO MATCH _ I <br /> SLOPE OF ROOF (2)lOd @ 6"OC DESIGN: RIdK <br /> cn DRAWN: L%W <br /> y� ROOF RAFTERS <br /> SHEATHING AND yA Z PER PLAN - CHECK: <br /> NAILING PER PLAN AND 2x4 BLKG W/SILL PL 16d @ 6"OC <br /> - SHIM BELOW i r JOB NO: 21267.10 <br /> SHEAR WALL SCHED i <br /> OUTLOOKER AS REO'D NAILING PER SHEAR <br /> ROOF RAFTERS WALL SCHED ' <br /> PER PLAN,LAPPED 2x6 OUTLOOKER W/ 2x NAILER W/(2)16d DATE: 07/21/21 <br /> SLOPE CUT PER ARCH { SIMPSON H2.SA TIE @ EACH RAFTER <br /> 2x4 BLKG W/SILL PL PROVIDE BOUNDARY <br /> NAILING PER SHEAR FULL HEIGHT STUDS AT SIM SECTION,NOTCH <br /> WALL SCHED AT GABLE END NAILING ATTOP PLATE PER RAFTERS TO ACCOMMODATE <br /> SHEAR WALL SCHEDULE EXISTING STUD WALL <br /> TIE EA RAFTER 11 MPSON H2.SA SHEATHING AND NAILING STUD WALL FRAMING PROVIDE BLOCKING @ T PER PLAN AND SHEAR PER PLAN NOTES ALL EDGES&SUPPORTS <br /> BEAM PER PLAN WALL SCHEDULE <br /> TYPICAL RAFTER SUPPORT DETAIL Q SECTION TYPICAL RAFTER SUPPORT DETAIL STICK FRAMED OVERFRAMING DETAIL <br /> SCALE: NTS <br /> SHEATHING AND NAILING PER L / <br /> DIAPHRAGM BOUNDARY ROOF FRAMING PLAN NOTES EXIST WALL J <br /> NAILING PER ROOF ROOF SHEATHING& FRAMING J j <br /> FRAMING PLAN NOTES NAILING PER ROOF 2x6 HF LEDGER W/(2)16d @ W Q <br /> FRAMING PLAN NOTES 12"OC NAILS INTO BLKG 2x6 HF BLKG SLOPED 0 <br /> PROVIDED BETWEEN STUDS TO MATCH LOWER 0 W <br /> FULL DEPTH BLKG ROOF PROFILE <br /> RIPPED TO MATCH W <br /> SLOPE OF ROOF - <br /> I <br /> c V <br /> W N Z <br /> - - - - ROOF RAFTERS PALAVER PER z ; c <br /> g PER PLAN BEAM PER PLAN W < `{`f <br /> i < I <br /> t/ <br /> - - 2x4 BLKG V,'S__7L NAILING 2 <br /> PER S:-F, N <br /> STUD WALL IE- - 2x6 CEILING 2x NAILER Y W <br /> STRURURA'_I.' JOIST @ 24"OC <br /> U IN w <br /> O <br /> 1 O <br /> RAFTER SUPPORT IN ATTIC RAFTER DETAIL AT LOWER ROOF �� � <br /> - SCALE: 1"=1'-0" SHEET: c <br /> i - <br /> � 1 <br /> ( <br /> i <br /> I <br />