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C CM011
<br /> ENGINEERING
<br /> 250 4TH AVE. S., SUITE 200
<br /> NOTE: 2x OR 3x BLOCKING ONLY EDMONDS, WASHINGTON 98020
<br /> STAGGER SHEATHING AS IF BLOCKED DIAPHRAGM PHONE (425) 778-8500
<br /> SHOWN.(IBC TABLE i FOR 2x4 STUDS,PROVIDE SINGLE FAX (425) 778-5536
<br /> IS SPECIFIED ROW OF NAILS STAGGERED EASIDE
<br /> 2306.3.1,CASE 1 OR 3) FRAMING MEMBERS W/ \i WITH 11/2"EDGE DISTANCE.FOR
<br /> INTERMEDIATE SPACING PER PLAN a 2x6 STUDS,PROVIDE(2)ROWS OF
<br /> FRAMING MEMBERS "'o NAILS SPACED AT 21/2"W/11/2"
<br /> SHEATHING EDGE DISTANCE
<br /> STAGGER NAILS ON EA SIDE PANEL,TYP
<br /> OF PANELJOINT AS REQUIRED
<br /> 9"OC MAX SPACING BETWEEN
<br /> PER SHEAR WALL SCHED PANEL EDGE NAILING
<br /> ADJACENT NAILS IN A ROW
<br /> PER SHEAR WALL CONTINUOUS
<br /> ___________ SCHEDULE,TYP PANELEDGES ADJACENT NAILS INA
<br /> ______ _ � _ _ II ROWARETO BE
<br /> I•I I•I n-------n -n- j.I PANEL EDGE NAILING INTO I DRIVEN FROM
<br /> I I I I I I I•I I•I ICI HOLDOWN CHORDS,TYP r--J�_ OPPOSITE SIDES,TYP
<br /> II II II II II
<br /> HEADER PER PLAN I I I I I I I I I I I I I,1 NAILING @ 12INTERMEDIATE"OC I, •e
<br /> •I I I I ICI I I•I I•I I•I ICI I I�, II I 0.131"0 x 3"NAILS,TYP
<br /> I I I I I I I•I I I I I I I I I I I I II I m
<br /> I•I I j j j j I I FRAMING AT ADJOINING I j j I'I SHEATHING PER PLAN AND I I
<br /> CRIPPLE STUDS PER IIII I I I I I I I PANEL EDGES PER SHEAR I III SHEAR WALL SCHEDULE
<br /> PLAN;DO NOT CUT IIII I.1 I•I , I I I I PANELEDGES _ _ _ _ _
<br /> AWAY MATERIAL FROM I I• I, I I I I I'I WALL SCHED
<br /> (5)STUDS MAX TO '��y 1
<br /> I I I I I•I I I I1. i i I ,I BE USED FOR OVAL CRIPPLESTUDS I I I I I I I,I I I I I I I I•I HOLDOWN CHORD PER I BUILT-UP COLUMNS I
<br /> I•II II II I 1 II II II II III SCHEDULE.REFER TO I I I I
<br /> III I I I I I•1 I I I I I I I I I III TYPICAL BUILT-UP 1 /05/21
<br /> III I• I I I,I I,, I,I I,I I,I I• COLUMN DETAIL
<br /> HOLDOWN CHORD I ICI I I I I I j l I I I I I I I I
<br /> L-_-___H H____==H H_---- TYPICAL FLOOR/ROOF SHEATHING DETAIL SCALE: NTS TYPICAL BUILT-UP STUD COLUMN DETAIL
<br /> '-0"IIII I•I I ,�I I.I I I I.I I.I
<br /> I•I ADDITIONAL END STUD
<br /> I•I I I I I I I I ,, I I I I IF REQUIRED TO
<br /> IIII II II I•I I, II II
<br /> IIII I I I I I,I I I I I I I I I PROVIDE
<br /> I•I I I I I I I I I I I I COUNTERSINK FOR
<br /> IIII I I I•I I I I I I I I I HOLDOWN BOLTS
<br /> I•I I I I•I I• I I•I I•I ICI FTYID
<br /> TOP POLATELE
<br /> UI
<br /> HOLDOWN ANCHORAGE -�
<br /> 11 I I PER PLAN AND SCHEDULE ,� Q
<br /> AB W/SIMPSON BP I I I I I I j I I I I I I (2)ROWS OF(8)0.131"0 x 3" FFQ
<br /> PL WASHER,TYP , i I,I I I I,I I,I 1/2"TO SIMPSON CNW COUPLER NAILS @ 3"OC EA SIDE OF
<br /> I'I 21/4"ENDII II II•III II III III II II II II SHEATHED EDGE SPLICE AND(2)@ 9"OC ZO mH co
<br /> SIZE TO MATCH DISTANCE,TYPNUTW/
<br /> HOLDOWN ANCHORAGE PLATE WASHER ELSEWHERE W/11/2"EDGE SIMPSON A35(ONLY
<br /> PER SHEAR DISTANCE REQUIRED AT EXTERIOR crPT SILL PL PER SHHAR nft� S3
<br /> ED WALLSCHED OC HEADERS GREATER WALL S PACING
<br /> ICI I�I I�j I•I ICI I•II I I I THAN 6'SPAN) O
<br /> PANELEDGE II. V)
<br /> -1L__-_-_lam__-___L NAILING PER SHEAR II (6)0.131"�x3"NAILS W d a
<br /> WALL SCHED I I
<br /> III �� II II II II I II, •d. TOP CHORD TYPICAL STUDS
<br /> CONTINUE HOLDOWN CHORD I I SPLICE AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM N N TO FOUNDATION TO INSTALL THE SPECIFIED 0.131"0 CHORD
<br /> _ 1L_�._ I _ I, SPLICE NAILS,THE CONTRACTOR SHALL SPLICE H.-i m
<br /> -1L --___1 BEAM OR HEADER PER <N O
<br /> INSTALL SIMPSON C520 STRAPS EA SIDE p a)
<br /> SECTION A-A I PLAN AND NOTES n T
<br /> AB SIZE AND SPACING A —�L II II W WALL 2)10d SPLICE.INSTALL R STRAP O O
<br /> CONCRETE FOOTING PER PLAN AND SHEAR II II ,f SCALE:11 2"=1'-0" W/(12)30d AT EA END.WHERE BOTH
<br /> OR P/T SLAB WALL SCHEDULE,TYP l6 RIM BOARD L6 �� PLATES ARE CUT,INSTALL C520 STRAPS
<br /> �N AT EA PLATE AND EA SIDE OFTHE WALL. NAILING PER TYP
<br /> OR BLOCKING /l BUILT-UPSTUD Q
<br /> NOTES: // CONCRETE STEM WALL f
<br /> 1791111 TO STRUCTURAL NOTES FOR COLUMN DETAIL
<br /> 6'-0"MIN BETWEEN SPLICES DESIGN: RMK
<br /> . ———L
<br /> ADDITIONAL INFORMATION. CONCRETE FOOTING L � RIPPLE STUDS PER PLAN
<br /> 2.AREFOR SHEARWTHEFIRTABSALLS WHERE NO HLL BE SPLICES TO OCCUR AT AT HOLDOWNS:PROERHDSLL HT DRAWN: LVW
<br /> ARE SPECIFIED MORE
<br /> V-0"AND CENTER OF VERTICAL STUDS--� HOLDOWN CHORDS PER HD SCHED. STRUCTURAL
<br /> SCHEDULE OR
<br /> LOCATED NOT MORE THAN 1'-0"AND NOT — — — — — — OTHERWISE:(1)2x FULL HT STRUCTURAL NOTES CHECK:
<br /> LESS THAN(7)BOLT DIAMETERS FROM END .III— =1 I=1 1= -T-1 -
<br /> OF WALL. TOP CHORD SPLICE BOTTOM CHORD SPLICE JOB NO: 21267.10
<br /> �1 TYPICAL SHEAR WALL DETAIL DATE: 07/21�21
<br /> 8 SCALE: 3/4"=V-0° �1 TYPICAL TOP PLATE SPLICE DETAIL TYPICAL HEADER DETAIL
<br /> SCALE: 1"=1'-0" � SCALE: 1"=1'-0"
<br /> EDGE NAILING PER PLAN BEAM PER PLAN
<br /> AND SHEAR WALL AND SCHEDULE
<br /> SCHEDULE OR EDGE NAILING PER PLAN 2x6 STUD @ 2x4 CROSS WALL SIMPSON A35 EACH
<br /> STRUCTURAL NOTES,TYP AND SHEAR WALL 2x8 STUD @ 2x6 CROSS WALL JOIST DIRECTION Ar SIDE OF BEAM
<br /> SCHEDULE OR PER PLAN J
<br /> 0.131"0 x 3" STRUCTURAL NOTES,TYP NOTE:
<br /> NAILS @ 9"OC SUPPORTS AT SOLID G x _
<br /> POSTS SIM 0 a
<br /> STUD WALL STUD 112 SPAN 2"MIN 21/2"0 MAX HOLE W Q
<br /> WALL
<br /> ALLOWABLE DRILL AREA O W
<br /> BEAM PER PLAN 1/3 DEPTH 0
<br /> NAILS@SOF0.131"0x3" EDGE WALL PER SCHEDULE
<br /> AND AND SCHEDULE _ ____ W
<br /> NAILS @ 9"OC SHEAR WALL SCHEDULE OR I O I MIDDLE 1/3
<br /> STRUCTURAL NOTES,TYP � _ _ ______ M !rl
<br /> SIMPSON LTP40R 4'MIN J 1/3 DEPTH W Z
<br /> A35 FRAMING
<br /> STUD WALL PER 0.131"0 x 3" ANCHOR EACH SIDE
<br /> FRAMING PLAN NAILS @ 9"OC OF BEAM Z W �
<br /> NOTES,TYP NOTE:
<br /> STUD WALL PER FRAMING HOLES DRILLED THRU JOISTS SHALL BE Ld
<br /> PLAN NOTES,TYP 1/3 SPAN 1/3 SPAN 1/3 SPAN LOCATED IN THE MIDDLE THIRD OF 0 Q Q Q
<br /> SHEATHING(OR GWB)AND MIDDLE THE JOIST DEPTH&MIDDLE THIRD OF N =
<br /> SHEATHING
<br /> NAILINGNG(OR PER WB) SHEAR SHEATHING SOLIDORMULTIPLE - SOLID ORMULTIPLE THE JOIST SPAN,BUT NOT THE EXACT W L.L.
<br /> WALL SCHEDULE OR NAILING PER PLAN AND SHEAR STUD COLUMN PER PLAN BEAM WIDTH, STUD COLUMN PER PLAN CENMINIMIZE
<br /> AN.CONIZETRACTOR
<br /> CTOR SHPOSSIBLALL
<br /> Of Ill
<br /> STRUCTURAL NOTES,TYP WALL SCHEDULE OR MIN LINO CONTACT ENGINEER FOR DRILLING (V ~
<br /> STRUCTURAL NOTES,TYP 0
<br /> OUTSIDE AREA SHOWN �/ W
<br /> A.CORNER INTERSECTION B.'T'INTERSECTION PARALLEL TO STUD WALL PERPENDICULAR TO STUD WALL J M ; O ,.
<br /> (n Lo W
<br /> TYPICAL WALL INTERSECTION DETAIL TYPICAL FLUSH BEAM SUPPORT DETAILS GUIDELINES FOR HOLES DRILLED THRU JOISTS
<br /> SCALE: 1"=1'-D" SHEET:
<br /> S4.1
<br />
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