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<br /> MAIN FLOOR — FRAMING 4 DETAILS
<br /> SCALE: 1/8" = 1'-O" LONER FLOOR — SHEAR NALLS 4 HARDNARE
<br /> SCALE: I/8" = I1-O"
<br /> lin
<br /> SHEAR NALL SCHEDULE 'GRID' 0
<br /> NAIL SPACING (111)
<br /> 0
<br /> SHEAR WALL NAIL TOP/BOTTOM BLOCKING HEM-FIR#2
<br /> DESIGNATION SIZE EDGES STUDS PLATE REQUIRED #/FT. 4' MAX 3' MAX 0
<br /> P1-6 8d 6" 12" 6" YES 210 Q 4 Q
<br /> P1-4 8d 4" 12" 4" YES 310 I-1--#
<br /> P1-3 8d 3" 12" 3" YES 400 STHD14 • I 1 5THD14
<br /> P1-2 8d 2" 12" 2" YES 525 ' o -,
<br /> .__ k...) lin
<br /> P2-3 8d 311 1211 311 YES 800 I— I .
<br /> I—
<br /> P2-2 8d 2" 12" 2" YES 1050 b
<br /> Z.
<br /> I 1.
<br /> SHEAR Y4ALL NOTES: •
<br /> I STHD14I-U
<br /> I ,
<br /> : ell ,. 4 MAS ` �; 6 _
<br /> 1. P1-746 A.P.A.RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.) ON I
<br /> (2) <
<br /> ONE SIDE OF WALL. e I I STHD14
<br /> P2-%6 A.P.A.RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.) ONIS) I I; C?
<br /> EACH SIDE OF WALL. I f1
<br /> 2. FOR P1-3,P1-2,P2-3&P2-2 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL I 1i i r U
<br /> EDGES. NAILING SHAT I,BE STAGGERED. I,
<br /> L 4iii
<br /> 3. NAILS SHALL BE 8d COMMON (0.131"DIAMETER). STHD14 I STHD14
<br /> 4. WHERE PLYWOOD IS INSTALLED ON BOTH SIDES OF WALL,PLYWOOD JOINTS I1r-i - 5THD14
<br /> '1 j ''::?- [1-,-„7-1 V en/
<br /> SHALL FALL ON SEPARATE STUDS,EACH SIDE. 1 ' "
<br /> 5. ALL PANEL EDGES BACKED WITH 2-INCH NOMINAL FRAMING FOR P1-6&P1-4 r ° ' + E1 1 1 11:1
<br /> SHEAR WALLS. ALL PANEL EDGES BACKED WITH 3x FRAivlNG AT P1-3,P1-2,P2-3 1 Ce•-J- �
<br /> AND P2-2 SHEAR WALLS. INSTALL PANELS EITHER HORIZONTALLY ORZ Z 1
<br /> VERTICALLY. SPACE NAILS @ 10 INCHES ON CENTER @ INTERMEDIATE 4 VW VP ` 1) 8
<br /> SUPPORTS. L A3
<br /> 6. ALL ANCHOR BOLTS SHALBE INSTALLED WITH HOT DIPPED GALVANIZED I I I t
<br /> PLATE WASHERS. ® 10 1 I q I 5' MAX 1
<br /> le t2.<
<br /> 7. REFER TO FOUNDATION PLAN FOR ANCHOR BOLT SIZE,SPACING AND 53 ® 1 0 1 '
<br /> MUDSILL/RIM CONNECTIONS. REV " F; 40 <
<br /> A
<br /> -
<br /> TY ''GAL MUD—SILL: a3 U
<br /> P.T. 2x6 w/ 5/8" dia. x 10" ANCHOR 8' MAX - STHDI4 ID__
<br /> 1 BOLTS @ 24" O.G. IN/ GALVANIZED ""
<br /> I r------ -'
<br /> 71
<br /> 3"x311xY41" PLATE WASHER. - r � 1 I
<br /> ' I.
<br /> �J 1 L. Q L O I C7 DESIGNED BY: DATE:
<br /> 1 _ _, , H GP 20IG1
<br /> WHERE JSTS. ARE HUNG FROM 4 STHDl4 DRAWN BY: DATE:
<br /> ~f MUD-SILL, USE P.T. 3x RIPPED TO • � AG 10/!7/I�
<br /> "' STEM WALL WIDTH {N/ COUNTERSUNK I AS PROJECT MANAGER:
<br /> , 5411 dia. x1011 ANCHOR BOLTS @ 24" a CHARLES PATTON
<br /> u u u A3 REVISED BY: DATE:
<br /> O.G. w/ 3x3 xy4 PLATE WASHER 8' MAX .
<br /> STHD14
<br /> GRID 5: ANCHOR BOLTS @ 12" O.G. , r,
<br /> ,r3,
<br /> h , .. I I } 5THD14
<br /> 1 1
<br /> 3a> 8 L © LATERAL BY: DATE:
<br /> 1- ® ® MEI I0/I/!1
<br /> 8' MAX 3' MAX LATERAL JOB NUMBER:
<br /> NOTE: ALL SECTIONS ARE 0Ici-41'1
<br /> TYPICAL $ SHOULD BE USED
<br /> AT ALL SIMILAR LOCATIONS
<br /> y
<br /> ,Y} TYPICAL HOLDowN U.N.O. SI
<br /> STHD14/STHDI4RJ w/ (SO) 16d
<br /> SINKERS
<br /> 5 5
<br /> FOUNDATION (1/4IALLS 4 HARPY ARE)
<br /> ANW WOODINVILLE OFFICE
<br /> JOB NUMBER:
<br /> SCALE: 1/8" = 1'-0"
<br /> 1015-1
<br />
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