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S- EAVV"AL_` SCHEDULE (CDX) <br /> AA <br /> + 0 SILL PLATE & BOTTOM TOP PLATE Iil <br /> I II MARK SHEATHING EDGE NAILING FIELD NAILING CONN. @ FND CONN. <br /> 3/a" CDX ONE 5/a" 0 A.B. @ 48" LTP4 @ 20" 0/C °! N EF <br /> CH– FACE 8d @ 6" 0/C 8d @ 12" 0/C 0/C W/ 2x SILL W/ 2x BOTTOM <br /> I PLATE PLATE <br /> '/a" CDX ONE8d @ 4" 0/C 8d @ 12" 0/C 0/C W/ 2 SILL' LW/ 2x C BOTTOM Cl) <br /> FACE PLATE PLATE � co <br /> B C---) <br /> SHEARWALL NOTES v i <br /> N <br /> 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM–FIR NO. 2 UNLESS 0 iri <br /> NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER U) > <br /> FRAMING (SEE NOTE #3). Q a r <br /> CC 1 < o <br /> _ 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL H–1_ '- "• <br /> G – SHEATHINGANDTOTHE MUSTINSIDE EXTENDEDGE TOOF THE <br /> FRAMING OUTISDEAROUEDGEND OFOPENINGS.ALL HOLDOWN POSTS AND CORNERS, 5) ww rn <br /> HEP (L) .5) <br /> U) Y r r 2 <br /> T 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS I o °N' <br /> RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE .O 3 <br /> ... .t :..--' -...1..---- -- t:-.- -.. -:, 1,--:,--..7.. .- --. ..--st <br /> • 3 <br /> 3–INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH p ° °7FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A wSINGLE 3–INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF NTHESE CASES 3x STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE `�PLANS BY THE ENGINEER. FOR SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY BE USED J <br /> 4 IF TWO TIMES THE NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE 0 z <br /> ARE USED AND ARE EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10). z_ <br /> --i---, a <br /> DA DOUBLE TOP PLATE W/ EDGE NAILING ©HOLDOWN PER SCHEDULE AND 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL Cl) <br /> (STAGGER) PLAN (HDQ8–SDS3 SHOWN) BUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON <br /> B SHEARWALL EDGE NAILING AT ALL PANEL HEM–FIR NO. 2 FRAMING WITH COMMON NAILS. <br /> HO COORDINATE ALL STUD AND <br /> EDGES. BLOCKING AT ALL PANEL EDGES PLATE SIZES w/ SHEARWALL 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY <br /> WHERE APPLICABLE. SCHEDULE REQUIREMENTS <br /> ©EDGE NAILING TO HOLDOWN POST (FULL SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE <br /> HEIGHT) STAGGER INTO DOUBLE STUDS ©EDGE NAILING TO POSTS, TRIM PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR LJ IM <br /> D©STUDS @ 16" ON CENTER STUDS, AND KING STUDS ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 0 I] O <br /> DE PRESSURE TREATED SILL PLATE WITH K©BEARING STUD FOR HEADER 2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO <br /> EDGE NAILING AND ANCHOR BOLTS PER EACH MEMBER OF THE POST. W Q 00 <br /> SHEARWALL SCHEDULE. 0 RIMJOIST TOMIN 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED — fl <br /> STOP PLATE SPLICE NAILING TO BE (8) 16d THICKNESS ATT ALLLL <br /> SINKERS (MIN). LAP 48" MINIMUM. CENTER SHEARWALLS CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER (f) / Q <br /> SPLICE ON STUD. FOR CONCRETE CAST AGAINST SOIL. LL) Q <br /> 1Y <br /> STD. S- EAWALL ELEVATION W/ SIM 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON <br /> TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE V 0 <br /> SCALE: Y2"---1'-0" SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A W <br /> MINIMUM OF 5" INTO EXISTING CONCRETE. m Li <br /> CO <br /> ry <br /> 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR Q <br /> BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST W <br /> CORROSION. LL; IM > <br /> • <br /> o L,J <br /> 9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. <br /> HOLDOWN POST. SEE FOR DOUBLE SIDED <br /> HOLDOWN SCHEDULE OR LENGTH OF 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN <br /> PLAN FOR MINIMUM , SHEARWALL SHEARWALLS, THE SHEATHING - <br /> SHEARWALL SCHEDULE: <br /> ON EACH FACE MUST EXTEND <br /> REQUIREMENTS CONTINUOUS BETWEEN <br /> p� HOLDOWN POSTS AS SHOWN. <br /> ii rN <br /> IIIIIIK <br /> OPENING PER PLAN. .......© <br /> LOCATION OF <br /> HOLDOWN TO BE STHDI4RJ <br /> INSTALLED <br /> • N–TYPE OF HOLDOWN TO BE Drawn By: CCC <br /> INSTALLED Checked By: CCC <br /> SHEARWALL DESIGNATION – SEE Date: 11-26-14 <br /> SHEARWALL SCHEDULE FOR FRAMING, <br /> NAILING AND ANCHORAGE SDA JOB NO. <br /> LATERAL VAKING LEGEND REQUIREMENTS 7L-21 <br /> STRUCTURAL 7- <br /> DETAILS s 3. o (/.11---/if <br />