2415 11TH ST 2017 Plans 2022-11-30

-11_ ___ _ __ . _ _ _, NOTE: 2x OR 3x BLOCKING ONLY ENGINEE RING STAGGER SHEATHING AS IF BLOCKED DIAPHRAGM a SHOWN. (IBC TABLE IS SPECIFIED Z � FOR 2x4 STUDS, PROVIDE SINGLE 2306.3.1, CASE 1 OR 3) ,,, �w�' ROW OF NAILS STAGGERED EA SIDE 250 4TH AVE. S., SUITE 200 FRAMING MEMBERS W/ � Z WITH 1 1/2 EDGE DISTANCE. FOR EDMONDS� WASHINGTON 98020 INTERMEDIATE SPACING PER PLAN �� 2x6 STUDS, PROVIDE (2) ROWS OF PHONE (425) 778-8500 FRAMING MEMBERS `�' o NAILS SPACED AT 2 1/2"W/1 1/2" FAX (425� 778-5536 SHEATHING EDGE DISTANCE PANEL,TYP STAGGER NAILS ON EA SIDE - OF PANEL JOINT AS REQUIRED � PER SHEAR WALL SCHED PANEL EDGE NAILING _ _ _ 9"OC MAX SPACING BETWEEN PER SHEAR WALL - - _ _ ADJACENT NAILS IN A ROW � � � _ �_ �_ � � � . . . . . . . . . . SCHEDULE,TYP CONTINUOUS - ADJACENT NAILS IN A -------- ------------------------------------ PANEL EDGES {_-_ I I ROW ARE TO BE �I �•� I'I I'I I'I � � I'I PANEL EDGE NAILING INTO �� DRIVEN FROM �_ �- �-------�- � I � I I I I i I i I I � I � � H O L D O W N C H O R D S,T Y P � I � � I I I I I I � � � � ��___�__ _- O P P O S I T E S I D E S,T Y P il � � II II II II I . - - - - - I � I I I I I � � INTERMEDIATE - __ _- - - - HEADER PER PLAN � I � I I I I I I i I � � � I I NAILING @ 12"OC _ � �•I �•� I'I I'I I'I �'� � I' �� 0.131"�x 3" NAILS,TYP •ii ii ii i , ii ii ii ii � i - I I II II � ii ii ii i i � � � � ii __� � ; I � I � I � I I . � � � FRAMING AT ADJOINING j I I �� SHEATHING PER PLAN AND --� �� ' I I( ��A� . I CRIPPLE STUDS PER � j j I j j I I I • � � � PANEL EDGES PER SHEAR � I I � � SHEAR WALL SCHEDULE _ _ _ _ _ _ ��,�� $r,� PLAN; DO NOT CUT � i I � 1•� I•I I � �•� WALL SCHED • � PANEL EDGES _ _ - - - - - - AWAY MATERIAL FROM � I• I � I I I� � � I i i � i i � � I I � BE�USED FOR X TO �� o I � I � � �.• I I � � � I'I HOLDOWN CHORD PER I I t� � BUILT-UP COLUMNS CRIPPLE STUDS � � I I I I I � I•I � I � I I I � � � � I I I I � � � � � SCHEDULE. REFER TO I I r � I f�� I � I I � I � I I i •I I.j i•I I I I I I I TYPICAL BUILT-UP ��, '�� , I�I j�j I• COLUMN DETAIL I � FULL-HEIGHT � I•I � I � i i I � � s II S HOLDOWN CHORD � I I � I•� I I I••� � � _ _J L______ I I I I dIVAL ' � � � � , � � �. ' ' � • • • • �•�-�--�� -�- TYPICAL FLOOR ROOF SHEATHING DETAIL 3 TYPICAL BUILT-UP STUD COLUMN DETAIL 09/19/I� . i - ------ ----- � i i i i i i i � i � r------ I I I I 2 SCALE: 1" = 1'-0" � I i � I•j I I I.•� �•� I•I �•� �•� ADDITIONAL END STUD SCALE: NTS � I•I � 1 � I I I � � � I I I I I I IF REQUIRED TO � il � I � II I •� � � � � � � PROVIDE II � I I � I � I I I. � � � � I I I COUNTERSINK FOR II � I•I � i j I I j � � I � � I I I I HOLDOWN BOLTS TYP DOUBLE I � � � �� .� �� i I.� �.� I�I I.I TOP PLATE � I•I � I � I I I � � � I I j j j j HOLDOWN ANCHORAGE � I � � � '� � � I I � I I I PER PLAN AND SCHEDULE I � I I I. � � � I I I I II AB W/SIMPSON BP � � I I I •� � I � � I I I I �� PL WASHER,TYP �� I I.� I.I I.I 1/2 TO I 1 I� � � � I�I � � I I SIMPSON CNW COUPLER SHEATHED EDGE I I I I NUT W/SIZE TO MATCH W I I I •� � � � � PLATE WASHER SIMPSON A35 (ONLY Q Z I I � I I I I HOLDOWN ANCHORAGE � O I I I� � � I � � I I I I PER SHEAR REQUIRED AT EXTERIOR � PT SILL PL PER SHEAR � � � � WALL SCHED HEADERS GREATER N � � � �I A � � I I I I THAN 6' SPAN) Z � W WALL SCHED �.� I � �•� I'I I�i I�i O ? � I I I� � � � � � PANEL EDGE - 1.______i __ - J1-- _1L______iL______i� NAILING PER SHEAR j j� a ° (6)0.131"�x 3" NAILS � cn Z . . . . . . . . . . . . �n_�--�--n--�--�- WALL SCHED I I � �' � I I � Z I I I I I I I i I �� I I a° TYPICAL STUDS � � �� I I I I I � CONTINUE HOLDOWN CHORD � � W w O � I I I I I � T O F O U N D A T I O N II II I � � a U _ _ _ 1�_�- �1L�__�__� BEAM OR HEADER PER -I I I—I I I- AB SIZE AND SPACING ' I-1 I I- SECTION A-A PLAN AN� NOTES ^ ^ q II II // SCALE: 1 1/2" = 1'-0" � � CONCRETE FOOTING PER PLAN AND SHEAR I I II �f � � OR P/T SLAB WALL SCHEDULE,TYP � RIM BOARD ��'' �� NAILING PER TYP Q � � OR BLOCKING (�� CONCRETE STEM WALL BUILT-UP STUD NOTES: COLUMN DETAIL O O 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. CONCRETE FOOTING RIPPLE STUDS PER PLAN Q 2. FOR SHEAR WALLS WHERE NO HOLDOWNS AT HOLDOWNS: PROVIDE AND COLUMN SCHEDULE OR � ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN 1'-0"AND NOT HOLDOWN CHORDS PER HD SC ED. STRUCTURAL NOTES LESS THAN (7) BOLT DIAMETERS FROM END -I I I—I I I- -I I I—I I I- =I I I—I I I- OTHERWISE: (1) 2x FULL HT DESIGN: SDT OF WALL. DRAWN: ZOS CHECK: MTM TYPICAL SHEAR WALL DETAIL TYPICAL HEADER DETAIL 1 SCALE: 3/4" = 1'-0" � SCALE: 1" = 1'-0" JOB NO: 17264.1 0 DATE: 08/17/17 � Q � W � EXIST STUD WALL W EXIST STUD WALL � NOTE: EXIST SILL PLATE NAILWG Q EXIST SILL PLATE NAILING EXIST SILL PLATE NAILING FOR NOTES AND DETAILS � EXIST SHEATHING AND NOT CALLED OUT REFER EXIST 2x WOOD BLOCKING a NAILING EXIST SHEATHING AND TO DETAIL 5 0 NAILING BREAK SHEATHING EXIST SHEATHING EXIST SHEATHING EXIST SHEATHING AND EXIST SILL PLATE EXIST SHEATHING AND EXIST PANEL / n AT PLATE UNO AND NAILING EXIST 2x AND NAILING (4) 10d NAILS NAILING NAILING NAILING EDGE NAIL W � EXIST 2x � CONTINUOUS RIM EXIST 2x EXIST 2X BLKG � � CONTINUOUS RIM WOOD RIM LTP 4@ 24" OC Q JOIST I � W EXIST SILL PLATE � NAILING BREAK SHEATHING AT EXIST ROOF EXIST 2X RIM AND MATCH EXIST I RAFTERS CONTINUOUS RIM Z � BREAK SHEATHING PANEL NAILING EA SIDE PER PLAN W AT PLATE UNO � OF JOINT LTP 4@ 24" OC ` (3)0.131"Q�x 3" EXIST 2x4�BLOCKING OR EXI�OIST ER ~ ~ � � EXIST WOOD JOISTS PER PLAN EXIST JOISTS PER EXIST WOOD JOISTS W NAILS EACH END PER PLAN A35 @ 16 OC BETWEEN PLAN EXIST PANEL � W N Z EXIST PANEL EDGE PLAN BLOCKING AND TOP EDGE NAILING Q — NAILING EXIST WOOD JOISTS PER PLATE AT SHEAR WALLS � � � EXIST 2x4 BLOCKING AT SHEAR EXIST PANEL EDGE P�N EXIST STUD � Q� NOTE: WALLS ONLY OR SIMPSON A35 @ 16 NAILING EXIST PANEL EDGE ONLY N N-SHEAR WALL OC BETWEEN RIM &TOP PLATE 2x WOOD BLOCKING WALL Q 1. 0 NAILING EXIST SHEATHING N Q Q NAILING SHALL BE PER @ 4'-0" OC MAX AND NAILING � � IBC TABLE 2304.9 NOTE: NOTE: W = � � FOR NOTES AND DETAILS ALL EXISTING NAILING � �" 2. ALL EXIST NAILING NOT CALLED OUT REFER SHALL BE REPLACED W/ � SHALL BE REPLACED W A.TYPICAL FRAMING B.ALTERNATIVE SHEAR WALL FRAMING TO DETAIL 5 � LIKE KIND Z � � Q LIKE KIND AS REQ'D � EXTERIOR WALL PERPENDICULAR TO 1015T5 EXTERIOR WALL PARALLEL TO JOISTS INTERIOR BEARING ON BOTH SIDES 2 � � � T D WALL FRAMING DETAIL Q SECTION � �' > � � TYPICAL STUD WALL FRAMING DETAIL a TYPICAL STUD WALL FRAMING DETAIL TYPICAL S U V SCALE: 1�� = 1�-0�� = N w � � 5 SCALE: 1" = 1'-0" �+ SCALE. 1 - 1 0 � SCALE: 1 - 1-0 SHEET: ■