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rA�—w.t: _ i £ SHENR"'WALL <br />G' ak ��y q '� j <br />g �` N <br />A <br />DOUBLE TOP PLATE W/ EDGE NAILING <br />(STAGGER) <br />B <br />SHEARWALL EDGE NAILING AT ALL <br />PANEL EDGES. BLOCKING AT ALL PANEL <br />EDGES WHERE APPLICABLE. <br />C <br />EDGE NAILING TO HOLDOWN POST <br />(FULL HEIGHT) STAGGER INTO <br />DOUBLE STUDS <br />D <br />STUDS AT 16" ON CENTER <br />E <br />PRESSURE TREATED SILL PLATE <br />WITH EDGE NAILING AND ANCHOR <br />BOLTS PER SHEARWALL SCHEDULE. <br />F <br />TOP PLATE SPLICE NAILING TO BE <br />(12) 10d COMMONS (MIN). LAP 48" <br />MINIMUM. CENTER SPLICE ON <br />VERTICAL BAR PER—\ <br />STUD. <br />FOUNDATION <br />DETAILS WITH <br />G <br />HOLDOWN PER SCHEDULE AND <br />STANDARD HOOK <br />VV <br />PLAN <br />TO FOOTING <br />WITHIN 4" OF EACH <br />SIDE OF ANCHOR <br />H <br />COORDINATE ALL STUD AND PLATE <br />BOLT; TYPICAL <br />SIZES w/ SHEARWALL SCHEDULE <br />REQUIREMENTS <br />J <br />EDGE NAILING TO POSTS, TRIM <br />' <br />STUDS, AND KING STUDS <br />K <br />BEARING STUD FOR HEADER <br />('B_'�TYP% BOLTED HOLDO <br />SHEARWALL SCHEDULE <br />SHEARWALL <br />SHEATHING <br />FASTENER TYPE <br />PANEL EDGE <br />PANEL FIELD SILL PLATE MATERIAL AND <br />ANCHOR BOLT SIZE AND SPACING <br />BOTTOM PLATE SIZE <br />ALLOWABLE CAPACITY <br />ALLOWABLE CAPACITY <br />MARK <br />MATERIAL <br />AND SIZE <br />NAILING <br />NAILING (MIN EMBED 7") <br />AND CONNECTION <br />FOR SEISMIC LOADS <br />FOR WIND LOADS <br />S1N 6 <br />6" O.C. <br />PT 2x SILL PLATE w/ <br />2x BOTTOM PLATE w/ 16d AT <br />310 PLF <br />435 PLF <br />Y°°° °° ° °° °° ° °°° °° .................. <br />6" O.C. INTO RIM JOIST/BLOCKING <br />OSB OR <br />10d COMMON <br />- <br />4 O.C.®°° <br />PT 2x SILL PLATE w/ <br />" <br />2x BOTTOM PLATE w/ 16d AT <br />460 PLF <br />645 PLF <br />- <br />NAIL (1-1/2" MIN <br />Y2°a° ° °° °° °.. °°° . . °°°°°°°°°®® <br />4" O.C. INTO RIM JOIST/BLOCKING <br />PLYWOOD <br />PENETRATION <br />12" O.C. _ <br />SW-3 <br />SHEATHING <br />INTO FRAMING <br />,. <br />3 O.C. <br />PT 3x SILL PLATE w/ <br />3x BOTTOM PLATE w/ 16d AT <br />600 PLF <br />840 PLF <br />ONE FACE <br />MEMBERS) <br />Y2°°° °° ° °° °° ° °°° °° °°®°°°°°9BO•`•°° ° <br />4" O.C. INTO RIM JOIST/BLOCKING <br />PT 3x SILL PLATE w/ 3x BOTTOM PLATE w/ (2) ROWS OF <br />SW-2 <br />2" O.C. <br />�.°® �� ®®® ° . .. ®® ®°°®®®®°®®°°®®Be <br />SIMPSON 6" SDW SCREWS AT <br />770 PLF <br />1077 PLF <br />6" O.C. INTO RIM JOIST AND BLOCKING <br />SHEARWALL NOTES <br />1. ALL STUDS 'BLOCKING TOP AND BOTTOM PLATES SHALL BE DOUG-FIR NO. 2 UNLESS NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE NOTE #3): <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 INSID <br />E <br />EDGE OF FRAMING AROUND OPENINGS. <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 SINGL <br />E 3-INCH NOMINAL <br />RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH NOMINAL MEMBER OR <br />MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATESC <br />PANEL JOINTS MUST BE OFFSET. O 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 />4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 4.2A OF THE AF&PA SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC. VALUES ARE BASED ON OSB OR PLYWOOD SHEATHI <br />NG w/ DOUG-FIR NO. 2 <br />FRAMING AND COMMON NAILS. <br />5. HOEDOWNS 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 />EDGE NAILING MUST BE STAGGERED INTO EACH MEMB <br />ER OF THE POST. <br />" „ CONCRETE CAST <br />L BE PLACED TO PROVIDE A MINIMUM OF 2 COVER. PROVIDE 3 COVER FOR <br />6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7 INTO CONCRETE OR GROUTED CMU, AND SHALL AC <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 34' INTO EXISTING CONCRETE. <br />8. ALL NAILS AND CONNECTORS; IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORI I E TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. <br />9. WIRE STAPLES MAY BE SUBSTITUTED FOR NAILS <br />IN SHEAR PANELS. <br />10. NAILS MUST BE STAGGERED WHEN SPACED AT 2" O/C: <br />11. 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 Yz FROM THE INSIDE FADE OF <br />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 />FUZ5 1 /� 1 UU F'tK <br />PLAN/SCHEDULE <br />HOLDOWN PER PLAN <br />PRESSURE TREATED <br />SILL PLATE PER <br />SHEARWALL SCHEDULE. HOLDOWN NOTESOwner:s <br />Allen Family <br />1. ALL -THREAD BOLTS SHALL CONFORM TO ASTM A307. <br />ANCHOR BOLT PER <br />HOLDOWN SCHEDULE, TE COMPRESSIVE STRENGTH fc SHALL BE 2500 PSI. MINIMUM WALL THICKNESS IS 8", U.N.O. ON <br />SEE NOTE'4' FOR POST 2: MINIMUM CONCRETE GO ( ) <br />INSTALLED OPTION PLAN OR DETAILS. <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 />4. FOR POST INSTALLED CONDITIONS, THREADED ROD MAYBE PLACED IN SIMPSON SET-XP OR HILTI HY-150 EPDXY, <br />NEW/EXISTING STEM UNo. <br />WALL AND FOOTING PER <br />D ILS. PLAN/ ETA J3 �rciiifio�ts t�l�C <br />5. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST , <br />AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. PO BOX 82581 <br />6. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. Kenmore, V1,1A 9$08 <br />7. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, .CONTACT ENGINEER PRIOR TO PROCEEDING. W°WWWj3a rChi� �ootsllC.cor­n <br />p:206R412-929 <br />8. ALL HOLDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL. <br />VN Structural . - <br />Nab l Kausal-Hayes, P <br />(Lateral Orly) <br />AS .SDI l <br />WAsy S9� <br />46136�C <br />SS/ANAL <br />5/1 9/21 <br />These drawings are the property of NKH Engineering and <br />are not to be used or reproduced in any manner without <br />prior written permission <br />Revisions: <br />Revision issue Date <br />Issue Set: Permit Set <br />Issue Date: May 19, 2021 <br />Drawn A,i-i <br />NKi <br />CheckedBy: <br />Sheet Name: <br />SHEARWALL <br />Sheet: <br />CITY OF EVERETT S2 <br />REVIEWED FOR PI <br />Job Number:21-054 <br />