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A"a <br />F <br />POST PER PLAN/HOLDOWN <br />HOLDOWN PER PLAN <br />x <br />' d <br />' e- mp <br />A: <br />1`7C A DOUBLE TOP PLATE W/ EDGE NAILING <br />SCHEDULE (2-2x MIN) <br />(STAGGER) <br />Jones Residence <br />K g SHEARWALL EDGE NAILING AT ALL <br />D <br />L <br />PANEL EDGES. BLOCKING AT ALL PANE—'rzi <br />,� <br />WEB STIFFENER INSTALLED <br />ANCHOR BOLE PER <br />EDGES WHERE APPLICABLE. <br />SNUG FOR I -JOISTS. NO <br />HOLDOWN SCHEDULE <br />HOEDOWN POST/STUDS <br />STIFFENERS REQ'D FOR <br />PER PLAN l SCHEDULE <br />4600 Baker fir. <br />C EDGE NAILING TO HOLDOWN POST <br />SOLID SAWN. PLACE 2x6 <br />Everett, WA 9620 <br />FULL HEIGHT STAGGER INTO <br />( ) <br />E F <br />SQUASH BLOCK EA SIDE O <br />... Y . BOTTOM PLATE PER <br />DOUBLE <br />OU STUDS <br />JOIST WHERE HD DOES NOT <br />.. SHEARWALL SCHEDULE <br />HOLDOWN STRAP PER <br />LINE UP OVER JOIST, USE <br />PLAN. CENTER BETWEEN <br />J <br />D STUDS AT 16 ON CENTER <br />SQUASH BLOCK EQUAL TO <br />— <br />WIDTH H OF HD POST ABOVE <br />RIM JOIST PER PLAN. 1� <br />. <br />FLOORS INSTALL OVER <br />SHEATHING, EDGE NAILING <br />,ones �a II y <br />E PRE S ®_ <br />PRESSURE TREATED SILL PLATE C <br />(4x MIN). <br />MIN WIDTH AT <br />SHEARWALLS. <br />° <br />`o <br />NOT REQ' D UNDER STRAP) <br />° <br />WITH EDGE NAILING AND ANCHOR <br />PRESSURE TREATED <br />. . <br />BOLTS PER SHEARWALL SCHEDULE. <br />SILL PLATE PER <br />F TOP PLATE SPLICE NAILING TO BE <br />SHEARWALL SCHEDULE. <br />(12) 10d COMMONS (MIN). LAP 48„ <br />MINIMUM. CENTER SPLICE ON <br />z � <br />STEM WALL AND CLEAR SPAN <br />STUD. <br />j FOOTING PER PLAN. NO NAILS <br />g <br />Arch � r® <br />®z � �<, t (FOR HHDQ11, HHDQ14, REQUIRED <br />AND HD15 <br />G HOLDOWN PER SCHEDULE AND <br />� <br />CONNECTIONS <br />PLAN <br />' REFERENCE THE <br />- <br />o. <br />J3 Architects, LLC <br />HOEDOWN SCHEDULE <br />PO Box 62581,.` <br />H COORDINATE ALL STUD AND PLATE <br />" <br />FOR FOOTING <br />o° <br />� <br />KCC1Ci101 �� 9�02� <br />Kenmore, <br />SIZES w/ SHEARWALL SCHEDULE <br />REQUIREMENTS) <br />C E REQUIREMENTS <br /><.. <br />% <br />FLOOR FRAMING PER <br />W: www.j3architectslic.com <br />{-I J EDGE NAILING TO POSTS, TRIM <br />:- <br />,o <br />PLAN <br />pe 206-412-9296 <br />jai STUDS, AND KING STUDS <br />HOLDOWN POST/STUDS <br />K BEARING STUD FOR HEADER <br />PER PLAN/SCHEDULE <br />Structural.. <br />(LateralOnly) <br />_'�TY` BOLTED HOLDOWN 3 �—`P `_LR TO FLR STRAP <br />/"' �1TYPICAL SHEARWALL ELEVATION (2 r T r- <br />WAsy � <br />SHEARWALL SCHEDULE <br />HOLDOWN SCHEDULE <br />SILL PLATE MATERIAL AND <br />SHEARWALL SHEATHING FASTENER TYPE PANEL EDGE PANEL FIELD BOTTOM PLATE SIZE ALLOWABLE CAPACITY ALLOWABLE CAPACITY <br />ANCHOR BOLT SIZE SPACING <br />HOEDOWN THREADED EMBED MIN EDGE MINIMUM <br />TOTAL FASTENERS CAPACITY REMARKS <br />MARK ROD SIZE INTO CONCRETE DISTANCE POST SIZE <br />� a � <br />MARK MATERIAL AND SIZE NAILING NAILING AND CONNECTION FOR SEISMIC LOADS FOR WIND LOADS <br />(MIN EMBED 7") <br />46136 <br />LTT19 Y2" 0 101. " (2) 2x (8) 10d x 1310# SEE DET 2/S2 <br />F S T E <br />Ss� <br />PT 2x SILL PLATE wl 2x BOTTOM PLATE w/ 16d AT <br />SW-6 6 O.C. 310 PLF 435 PLF <br />�" 0 AB @ 36` O.C. 6" O.C. INTO RIM JOIST/BLOCKING <br />MSTC28 N/A N/A N/A (2) 2x (12) 16d 1155# SEE DET 3/S2 <br />OVAL <br />1/25/21 <br />10d COMMON PT 2x SILL PLATE w/ 2x BOTTOM PLATE w/ 16d AT <br />SW-4_ 1�2" OSB OR 4 O.C. 460 PLF � 645 PLF <br />NAIL (1-1/2" MIN Y2" AB O @ 28" Q.C. 4 O.C. INTO RIM JOIST/BLOCKING <br />©zozoNKHEngineering <br />These drawings are the property of NKH Engineering and <br />PLYWOOD <br />PENETRATION - - 12'� O.C. <br />HOLDOWN NOTES <br />are not to be used or reproduced in any manner without <br />SHEATHING <br />INTO FRAMING PT 3x SILL PLATE w/ 3x BOTTOM PLATE w/ 16d AT <br />SW-3 ONE FACE 3" O.C. 600 PLF 840 PLF <br />prior written permission. <br />MEMBERS) Y" O AB @ 20" O.C. 4" O.C. INTO RIM JOIST/BLOCKING <br />3x BOTTOM PLATE wl 2 ROWS OF <br />PT 3x SILL PLATE w/ O <br />1. ALL -THREAD BOLTS SHALL CONFORM TO ASTM A307. <br />Revisions: <br />SW-2 2" O.C. SIMPSON 6" SDW SCREWS AT 770 PLF 1077 PLF <br />Y2" O AB @ 14" Q.C. <br />6" O.C. INTO RIM JOIST AND BLOCKING <br />2. MINIMUM CONCRETE COMPRESSIVE STRENGTH ft) SHALL BE 2500 PSI. MINIMUM WALL THICKNESS IS 8", U.N.O. ON <br />Revision <br />ISSUC Date <br />PLAN OR DETAILS. <br />SHEARWALL NOTES <br />3. ALL HOLDOWNS REQUIRE A (2)2x POST UNLESS NOTED OTHERWISE. WHERE HOLDOWNS ARE INSTALLED INTO THE <br />WIDE FACE OF THE STUD, STUDS MUST BE STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED AT 4" O.C. <br />1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE DOUG-FIR NO. 2 UNLESS NOTED 01-HERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING SEE NOTE #3 <br />4. FOR POST INSTALLED CONDITIONS, THREADED ROD MAY BE PLACED IN SIMPSON SET-XP OR HILTI HY-150 EPDXY, <br />2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST EXTEND TO THE OUTSIDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO THE INSIDE <br />UNO. <br />EDGE OF FRAMING AROUND OPENINGS. <br />5. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST <br />3. WHERE SHEATHING NAILING IS SHEARWALL TYPE SW-3 AND GREATER, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL <br />AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. <br />MEMBER. ADDITIONALLY WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES ALL STUDS AND PLATES RECEIVING EDGE 1 - <br />C G GE NAILING FROM BOTH FACES MUST BE A SINGLE 3 INCH. NOMINAL MEMBER OR <br />6. NAILS/SCREWS TO HOEDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. <br />PANEL JOINTS MUST BE OFFSET. (2)2x MAYBE SUBSTITUTED FOR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER w/ 10d NAILS STAGGERED AT 6" O.C. FROM EACH SIDE. <br />7. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING: <br />4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 4.2A OF THEAF&PA SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC. VALUES ARE BASED ON OSB OR PLYWOOD SHEATHING w/ DOUG-FIR NO. 2 <br />FRAMING AND COMMON NAILS. <br />8. ALL HOLDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL <br />5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE <br />APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOLDOWN POST, SHEARWALL <br />Issue Seta Permit <br />EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. <br />6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE CAST <br />AGAINST SOIL <br />7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR <br />ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 3X" INTO EXISTING CONCRETE. <br />8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION: <br />9. NAILS MUST BE STAGGERED WHEN SPACED AT 2" O/C. <br />10. PROVIDE A MINIMUM OF 3" x 3" x 0.229" PLATE WASHERS AT ALL ANCHOR BOLTS. THE EDGE OF THE PLATE WASHER MUST BE LOCATED NO MORE THAN Y" FROM THE INSIDE FACE OF THE SHEARWALL <br />SHEATHING. FOR SHEARWALLS SHEATHED ON BOTH FACES, SQUARE PLATE WASHERS SHALL HAVE A MINIMUM SQUARE DIMENSION OF SILL PLATE WIDTH MINUS 1 (E.G. 4.5" x 4.5" x 0.229" WASHER FOR <br />3x6 SILL PLATE.) <br />Sheets <br />