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NON-BEARING WALL FULL-DEPTH W <br /> PER ARCH.DRAWINGS BLOCKING @ 48"O.C. <br /> JOIST PER PLAN (2)16dNAILS@48"O.C. �T i <br /> TO BLOCKING <br /> MSTA24 STRAP CENTERED NOTES. HAREZLAK <br /> ii_I <br /> _a r a ON BREAK IN TOP PLATE 1. AT NON-SHEAR WALLS,NAIL STUDS TOGETHER ENGINEERING <br /> _� WITH 10d-F NAILS @ 8'O.C. <br /> Mil <br /> I JOIST PER PLAN HAREZLAK ENGINEERING <br /> SIMPSON STC CLIP @ 2. ADDITIONAL STUDS REQUIRED AS NAILERS, 11745 87th Ave.S. <br /> :� „�� NON-BEARING WALL 48"O.C.SLOT VERTICAL ETC.ARE NOT SHOWN. <br /> PER ARCH.DRAWINGS (NAIL AT MID-HEIGHT OF SLOT) Seattle,WA 98178 <br /> FULL-DEPTH BLOCKING PH:360.224.0627 <br /> @48'O.C. (12)tOd F NAILS E:phil@harezlakengineering.com <br /> WALL PARALLEL TO FLOOR FRAMING WALL PARALLEL TO ROOFIFLOOR FRAMING EA.SIDE SHEATHING AND SHEAR <br /> WALL EDGE NAILING PER CONSULTANT S AMr: <br /> NON-BEARING WALL ____,___ SHEAR WALL SCHEDULE <br /> BEAM PER PLAN (WHERE OCCURS) I e NAR <br /> PER ARCH.DRAWINGS I I i of WASyFZ <br /> 2x BUILT-UP POST �h <br /> JOIST PER PLAN 16d NAILS @ 16"O.C.TO BLOCKING BELOW w/KING _� /9s <br /> MilliMilli���, STUD EA.SIDE N— <br /> I /'P f <br /> FULL-DEPTH BLOCKING =� 10d FACE NAILSw/THE ORA <br /> VRJa A,, W <br /> =� 10d-F NAILS @ SAME SPACING AS THE A o 5555 o <br /> ���-�� JOIST PER PLAN SIMPSON STC CLIP @ 12'O.C.,TYP. PANEL EDGE NAILING S ONA F V <br /> 48'D.C.SLOTVERTICAL F, �STER <br /> nnI PER THE SHEAR WALL <br /> 11) (NAIL AT MID HEIGHT OF SLOT) SCHEDULE(SEE NOTE 1 <br /> NON-BEARING WALL 06.17.2022 <br /> .a aillililliPER ARCH.DRAWINGS AT NON-SHEAR WALLS) PAH <br /> WALL PERPENDICULAR TO FLOOR FRAMING WALL PERPENDICULAR TO ROOF/FLOOR FRAMING <br /> VARYING WALL SIZE <br /> TYPICAL NON-STRUCTURAL WALL SUPPORT(BOTTOM)-I-JOIST SCALE:NONE ] TYPICAL NON-STRUCTURAL WALL SUPPORT(TOP)-WOIST SCALE:NONE 2 BEAM IN STUD WALL BEARING CONNECTION SCALE:NONE 3 <br /> IL <br /> 10d FACE NAILS w/THE <br /> SAME SPACING AS THE <br /> PANEL EDGE NAILING <br /> (12)10d-F NAILS @ 3"O.C. PER THE SHEAR WALL <br /> STAGGERED IN 2 POST PER PLAN SCHEDULE(SEE NOTE 1 <br /> ROWS AT EACH SIDE SOLID WOOD BLKG.BELOW AT NON-SHEAR WALLS) <br /> SHEATHING AND SHEAROF EACH10d-F NAILS @ 12"O.C.STUD DEPTHSTAGGERED IN WALL EDGE NAILING PER POST TO MATCH POST SIZE, SHEATHING AND SHEAR 1 <br /> filly( 2 ROWS ELSEWHERE SHEAR WALL SCHEDULE, INSTALL WOOD GRAIN WALL EDGE NAILING PER —kalif* <br /> TYP.(WHERE OCCURS) I VERTICALLY SHEAR WALL SCHEDULE 111" V <br /> MAX.DIAMETER i (WHERE OCCURS) <br /> CUT <br /> OF HOLES (ANDBOTTOMNAILSTOP WALL CORNER Z <br /> I <br /> LLI <br /> HOLES ARE TOBE ---- -- Iti <br /> CIRCULARTOP CHORD BOTTOM CHORDNOTCH SPACEDATLEAST SPLICE SPLICElirI <br /> STUD ASTUDDEPTH I SHEATHING AND SHEAR <br /> DEPTH FROM A CUT OR I WALL EDGE NAILING PER Cg <br /> W <br /> V NOTCH <br /> SHEAR WALL SCHEDULE <br /> NOTCH4111 it=1 I (WHERE OCCURS) <br /> I t_ V <br /> j FLOOR FRAMING AS �'M' J <br /> MAX.DEPTH , 4'-0"MIN.BETWEEN SPLICES OCCURS,BLOCK 1n l <br /> RIM JOIST OR <br /> LET-IN I HOLES ARE TO BE BLKG.AS OCCURS REMAINDER OF BEARING 10d FACE NAILS w/THE <br /> NOTCH SPACED AT LEAST SOLID AS INDICATED. <br /> MIN.DEPTH ; TWICE THE SAME SPACING AS THE i <br /> DIAMETER OF THE SPLICE TO OCCUR ATo PANEL EDGE NAILING I i .1 <br /> EIN. � OF STUD(TYP.) NOTE: POST PER PLAN SCHEDULE(SEE NOTE 1 LY ,♦) <br /> LARGEST HOLE PER THE SHEAR WALL <br /> DIST(TYP) AT NON-SHEAR WALLS) <br /> FRAMING CONDITIONS VARY, 0: C <br /> FOR INFORMATION NOT WALL INTERSECTION Z N N <br /> CO <br /> NOTED SEE PLAN& -A. CUTTING AND NOTCHING WOOD STUDS APPROPRIATE DETAILS O� <br /> 0 • <br /> (DO NOT NOTCH MORE THAN 3 ADJACENT STUDS w/o REVIEW BY ENGINEER) 0 = <br /> BEARING WALL STUDS: TYPICAL TOP PLATE SPLICE SCALE:NONE 6 TYPICAL POST AT FLOOR SCALE:NONE 7 TYPICAL WALL INTERSECTIONS-RESIDENTIAL SCALE:NONE 8 2! <br /> STUD MAX.DEPTH OF MIN.DEPTH REMAINING o W o^ W <br /> SIZE SAW CUT OR NOTCH AFTER CUT OR NOTCH F. ' a CO W <br /> 2x4 7/8" 2-3/8" o ILO <br /> o ) > <br /> 2x6 1-3/6" 4-1/8" WHERE HEADER INTERRUPTS LS90 CLIP EA.END g COC W <br /> 2x8 1-7/8" 5-3/8" DOUBLE TOP PLATE, OF EA.STRINGER <br /> NON-BEARING WALL STUDS: PROVIDE MSTA24,U.O.N. REVISIONS: <br /> STUD MAX.DEPTH OF MIN.DEPTH REMAINING DOUBLE TOP PLATE TREADS&RISERS <br /> SIZE SAW CUT OR NOTCH AFTER CUT OR NOTCH 1. ` PER ARCH. <br /> 2x4 1-1/2" 2" - { <br /> 2x6 2-3/8' 3-1/8" /1.- <br /> 2x8 3" 4-1/4" <br /> A35 AT EXTERIOR a NO ��. DESCRIPSON DATE <br /> B. HOLES IN WOOD STUDS HEADERS OVER STAIR STRINGER CUT <br /> 6'-0'IN LENGTH BEAM <br /> BEARING WALL: I I I I 1[ FROM 2x12 HF#1 SPACED PLAN PROJECT NUMBER <br /> AT12'O.C.MAX <br /> STUD MAX.DIAMETER (8)10d-F ISSUE DATE <br /> NAILS,MIN. 05.232022 <br /> SIZE OF HOLE CURRENT REVISION: <br /> 2x4 1-1/2' �— SINGLE PLATE(PROVIDE 2x6 STRONGBACK(FAR <br /> KING STUD DOUBLE PLATE AT PERMR <br /> Dab 3 � EXTERIOR OPENINGS 1 10d-F)NAILS @ 8"O.C. SHEE1•NAME <br /> NON-BEARING WALL: OVER 8'-0"IN LENGTH) 1' STAGGERED AS SHOWN WOOD <br /> STUD MAX.DIAMETER STUD POST PER HEADER PER PLAN <br /> SIZE OF HOLE PLAN,(PROVIDE MIN.(2) �,_._ BEAM FRAMING <br /> 2x STUDS AT HEADERS 10d-F NAILS @ 8"O.C. <br /> 2x4 2-1/4" OVER 6'-0"IN LENGTH) Jr Jr AT BUILT-UP STUDS,TYP. PPER <br /> DETAILS <br /> 2x6 3-3/8" <br /> 2x8 4-1/2" 11-0"MAX. <br /> SHEET NUMBER: <br /> TYPICAL ALLOWABLE HOLES AND NOTCHES IN STUDS SCALE:NONE 9 TYPICAL HEADER SCALE:NONE 1 0 DETAIL SCALE:NONE 1 1 TYPICAL STAIR STRINGER SCALE:NONE 1 2 S4.1 <br />