Laserfiche WebLink
� -- — <br /> STAGGER NAILS ON EA SIDE � ����'��� <br /> OF PANELJOINTAS REQUIRED <br /> PER SHEAR WALL SCHED PANEL EDGE NAILING 250 47H AVE. S., SUITE 200 <br /> PER SHEAR WALL EDMOND5, WASHINGTON 98020 <br />� '-- '-- '-- '- '_ •-- •---'-� ,-- •-- •---'-- •-- •-- •-- •---•__ ' SCHEDULE,TYP PHONE (425� 778-8500 <br /> -n-------�- � � --n-------n-------n------=r-,--=--rl� FAX (425) 778-5536 <br /> . . . .I I . <br /> PANEL EDGE NAILING INTO <br /> I�j I�I I I I I I I I I I � j HOLDOWN CHORDS,TYP <br /> I � II II II II � I I �. <br /> � I � � I I I I I ( I I I � � INTERMEDIATE • <br /> HEADER PER PLAN � I � I I I I I I I I � I I � I NAILING @ 12" OC <br /> I �.� I•I �.� �.� �.� �.I I �. <br /> � I II I � I I � <br /> �ii il il I•'i � � I II II � i i � � <br /> �I � I � I I � ► FRAMING AT ADJOINING j I I ��� SHEATHING PER PLAN AND <br /> CRIPPLE STUDS PER � j I � I j I I I • � � � PANEL EDGES PER SHEAR � I I � � SHEAR WALL SCHEDULE <br /> PLAN; DO NOT CUT � I I � I+� I•I I. � I'I WALL SCHED • � I I <br /> AWAY MATERIAL FROM � �• I � I I I � � I I � i i � � � I � <br /> CRIPPLE STUDS � � � � � � � �I � � I I I I � I I ��I HOLDOWN CHORD PER <br /> � I•I � I j I I 1. � � I I I I I I � � � I � SCHEDULE. REFER TO <br /> I I � I � I I I •I I I I I I I I I � I I � TYPICAL BUILT-UP <br /> � I I � I•� I I I. � �•� • �•� �•� I• COLUMN DETAIL <br /> FULL-HEIGHT � �.� I � � � � � � � I � � � � � � <br /> 0� �Askr� <br /> HOLDOWN CHORD � I I � I � I I I •I I � I I I I I I -- `Z�� <br /> � � � I � � � � �� I I I .- -; ��-;---I.h-;--;--i F-,---� • <br /> � ��� � � � � � � � � � . . . . . _ . __ . ��� �� <br /> --� r------ � � ------ I I � ,� <br /> � I I I j.j I I I.•� �•I j•j �•� �•� ADDITIONAL END STUD � � <br /> j �•� j � I � � � j I j I I I I I I IF REQUIRED TO <br /> � ► I � I j I I I �I I I I I I I I I PROVIDE <br /> ���c��.�� �� <br /> � I•I � I � I I I� � � I � � I I I I COUNTERSINK FOR <br /> � I I � I � I I I •� � I I I I I I I HOLDOWN BOLTS Ip�JAL � <br /> � � � I �. .I I I I.I . �.� �.� <br /> I �.� � � � j � �' I I � � � I I I I HOLDOWN ANCHORAGE <br /> i i i i i •i i i i i i i NOTE: 10/12/I� <br /> I � I I I � � I I I I I I I PER PLAN AND SCHEDULE 2x OR 3x BLOCKING ONLY <br /> ' I I � I I I I STAGGER SHEATHING AS o °- FOR 2x4 STUDS, PROVIDE SINGLE <br /> IF BLOCKED DIAPHRAGM <br /> AB W/SIMPSON BP � � � � � �� � � � � I I I I SHOWN. (IBC TABLE IS SPECIFIED z � <br /> PL WASHER,TYP I I.� �.� I.I I,I 1/2"TO 2306.3.1, CASE 10R 3) �„ � ROW OF NAILS STAGGERED EA SIDE <br /> I•I I, I I SIMPSON CNW COUPLER WITH 1 1/2 EDGE DISTANCE. FOR <br /> I I I � � I � � I I I I SHEATHED EDGE FRAMING MEMBERS W/ \ a <br /> I I I •� � I � � I I I I NUT W/SIZE TO MATCH PLATE WASHER INTERMEDIATE SPACING PER PLAN .-, �. 2x6 STUDS, PROVIDE (2) ROWS OF <br /> I I � I I I I HOLDOWN ANCHORAGE FRAMING MEMBERS `�' "-' NAILS SPACED AT 2 1/2" W/1 1/2° <br /> I I I. I I � I I I I I I PER SHEAR o <br /> PT SILL PL PER SHEAR I I I � � EDGE DISTANCE <br /> I I I •� A � � I I I I WALLSCHED SHEATHWG <br /> WALL SCHED �.I I I I.I �.� �.� �.� PANEL,TYP <br /> Ii------�- I-- - J1__ I I I I I I PANEL EDGE � �� e . <br /> , . . . . . _1L__�__�iL�__�_-� NAILWG PER SHEAR � � Q <br /> -r ��--� 9" OC MAX SPACING BETWEEN <br /> ;n-;--;--n--;--;- WALL SCHED I I - - - ADJACENT NAILS IN A ROW <br /> I I � g �� I I I I I I I CONTINUE HOLDOWN CHORD : °° j j �° � CONTINUOUS - - - z <br /> I I I I I I I � ���_ I I ADJA ROW ARE TO E p <br /> ,� I I I I I � TO FOUNDATION PANEL EDGES <br /> � <br /> I I I I I � I I �r�� � � DRIVEN FROM � ci� <br /> — — — 1:-�- ,-1L,---,---; � OPPOSITE SIDES,TYP z � W <br /> _- , - SECTION A-A �I I� I--fi m � <br /> -I I I—I I I- AB SIZE AND SPACING I—I I I- _ - - - - <br /> q I I I I // SCALE: 1 1/2° = 1'-0° - - - - � � 1- <br /> CONCRETE FOOTING PER PLAN AND SHEAR I I I I �( _ <br /> OR P/T SLAB WALL SCHEDULE,TYP � RIM BOARD � � N z ' <br /> \\� �( � ----�f � � I 0.131"�6 x 3" NAILS,TYP � ~ � <br /> O R B L O C K I N G l l � I U � <br /> N O T E S: �i CONCRETE STEM WALL r� I I I I I I I <br /> _____l� ! I"� I I 1 � w w O <br /> 1. R E F E R T O S T R U C T U R A L N O T E S F O R �I` I � a C,� <br /> ADDITIONAL INFORMATION. CONCRETE FOOTING - - - - — - - <br /> 2. FOR SHEAR WALLS WHERE NO HOLDOWNS PANEL EDGES _ _ _ - - - - - <br /> ARE SPECIFIED THE FIRST AB SHALL BE (5) STUDS MAX TO <br /> LOCATED NOT MORE THAN 1'-0"AND NOT = _ _ _ _ _ I I I I-�-I I� r BE USED FOR � � <br /> LESS THAN (7) BOLT DIAMETERS FROM END -I I I—I I I= -I I I=I I I- =I I I�I ( I- C�( I �r���I ('�--� I BUILT-UP COLUMNS Q o � <br /> OF WALL. � � � <br /> TYPICAL SHEAR WALL DETAIL TYPICAL FLOOR ROUF SHEATHING DETAIL TYPICAL BUILT-UP STUD COLUMN DETAIL Y <br /> 1 �� � �� � � SCALE: NTS � SCALE: 1" = 1'-0° � . <br /> SCALE: 3/4 = 1-0 a <br /> � <br /> DESIGN: SDT <br /> ' DRAWN: JCP <br /> CHECK: MTM <br /> TYP DOUBLE <br /> TOP P�ATE JOB NO: 17319.10 <br /> DATE: 10/12/17 <br /> _ _ __ <br /> SIMPSON A35 (ONLY --- _ _ _ <br /> REQUIRED AT EXTERIOR <br /> HEADERS GREATER <br /> THAN 6'SPAN) <br /> (6)0.131"�6 x 3" NAILS <br /> TYPICAL STUDS <br /> L�.1 <br /> BEAM OR HEADER PER � <br /> PLAN AND NOTES Q <br /> � / �,.� <br /> Q V � <br /> NAILING PER TYP � �,J . <br /> BUILT-UP STUD <br /> COLUMN DETAIL w Q •� <br /> � f- � <br /> AT HOLDOWNS: PROVIDE FULL HT RIPPLE STUDS PER PLAN � � �„J <br /> HOLDOWN CHORDS PER HD SCHED. AND COLUMN SCHEDULE OR � <br /> STRUCTURAL NOTES � <br /> OTHERWISE: (1) 2x FULL HT X <br /> J �- � (7 <br /> TYPICAL HEADER DETAIL <br /> � N N � <br /> 4 °o <br /> ~ � <br /> SCALE: 1" = 1'-0" � � (� <br /> f- � Q Q <br /> cn � � � <br /> F-- �.�..� �- <br /> : � _ � <br /> � � � � <br /> tr� �n � O <br /> w N W 0 � <br /> _ � > �, � <br /> c.� r w j` � <br /> � . <br /> SHEET: <br /> � <br />