1511 WETMORE AVE 2018-07-26 - Laserfiche WebLink

. Q QSHEAKWALL SCHEDULE (CDX) s-----,\A, 11 MARK St EATIING EDGE NAILING FIELD NAILING SILL PLATE$CONN. @ BOTTOM/TOP PLATE PND CONN. A Y CDX ONE PACE od @ 6"CIC 8d @ '2"C'C Y.0.A.5.�@ 45'OIC W/2x LTP4 @ 20"O/C 14%2,, n 0— I SILL PLATE BOTTOM PLATT �U�- -QJ SHEARWALL NOTES a QB 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM—FIR NO. 2 UNLESS NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE U 0 NOTE #3). Q 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL < '' i''. SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TOv°6� cTHE INSIDE EDGE OF FRAMING AROUND OPENINGS. °' o� S 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS °Y Y n O - RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3—INCH M H Q i" NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL m i STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3—INCH U ' ...1 I . .. .• t.'..-- , l NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. (2)2X MAY BE SUBSTITUTED FOR A 3x L •1....../...—.!, •• . .... ' .�-; : • "" MEMBER PROVIDED THE MEMBERS ARE STITCH NAILED TOGETHER w/ 10d COMMONS 0 6" 0/C FROM a . .. EACH SIDE. "' ,•. ., 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL BUILDING CODE . VALUES ARE BASED ON HEM—FIR NO. 2 FRAMING WITH COMMON NAILS. aA DOUBLE TOP PLATE W/ EDGE NAILING ©HOLDOWN PER SCHEDULE 5. HOEDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. (STAGGER) AND PLAN (HDQ8—SDS3 SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE ®SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING EDGES. BLOCKING AT ALL PANEL EDGES ()COORDINATE ALL STUD ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOLDOWN POST, WHERE APPLICABLE. AND PLATE SIZES w/ SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. No. Dote By emwm ©EDGE NAILING TO HOLDOWN POST (FULL SHEARWALL SCHEDULE HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND ©STUDS ® 16" ON CENTER ©EDGE NAILING TO POSTS, SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE ()PRESSURE TREATED SILL PLATE WITH TRIM STUDS, AND KING CAST AGAINST SOIL. A 3X3X.229" PLATE WASHER IS REQUIRED. THE PLATE WASHER SHAL EXTEND EDGE NAILING AND ANCHOR BOLTS PER STUDS TO WITHIN Y2" OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE. FOR 2X6 WALLS W — SHEARWALL SCHEDULE. ()BEARING STUD FOR SHEATHED ON BOTH SIDES, THE PLATE WASHERS MAY BE STAGGERED, OR YOU CAN USE 4 Y2 X4 > 0 ©TOP PLATE SPLICE NAILING TO BE (8) 16d HEADER Y2 X .220" WASHER CENTERED ON THE PLATE SINKERS (MIN). LAP 48" MINIMUM. 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN HD LU CO CENTER SPLICE ON STUD. BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED SHEAWALL ELEVATION W/O RIM FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 5" < O<0STD. INTO EXISTING CONCRETE. SCALE: Y2"=1'-0" H I- 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE < LLI F- TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. U H- LLJ 9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. Q _ W 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN InW NAIL SHEATHING TO BLOCKNAIL ROOF SHTG SHEARWALL SCHEDULE. W/ 8d © 4" o/c TO TOP CHORD w/ 8d @ 6" o/c CO VJk� hl ��r��V�!.� HOLDOWN POST. SEE v ' �p� • (4) 16d NAIL"• • I HOLDOWN SCHEDULE OR LENGTH OF FOR DOUBLE SIDED FROM BRACE TO X45. ' PLAN FOR MINIMUM SHEARWALL SHEARWALLS, THE SHEATHING BLOCK ' SHEATHING TO MATCH REQUIREMENTS ON EACH FACE MUST EXTEND 2x4 BLOCK © EACH i SHEARWALL. NAIL TO GABLE PER i CONTINUOUS BETWEEN DIAGONAL BRACE SCHEDULE.(WHERE 10d NAILS ARE -=� ..• Ilk .1 • ,. . s rrni 2x4 DIAGONAL BRACE 2xREQFLAT © GABLE 2"USE 10d x LONG.) ;��I� im „� f�`1� APR L ' 2017 48"�0/C I BREAK SHEATHING ON OPENING PER PLA �'� 1'I �� ;',�TOP PLATE ONLY LOCATION OF Drawn by:CCC HOLDOWN TO BE STHD14RJ Checked by:CCC IF SHEATHING IS NOT BROKEN INSTALLED 04-27-17 ON TOP PLATE, USE A35 ® 12" 0/C TYPE OF HOLDOWN TO BE Job No. 8056 INSTALLED SHEARWALL PER SHEARWALL DESIGNATION — SEE STRUCTURAL PLAN SHEARWALL SCHEDULE FOR FRAMING, NAILING AND ANCHORAGE DETAIN 2 3/41'GABLE/SHEARWALL CONN LAT- AL VA �ING LEGEND REQUIREMENTS \ , SCALE: "= —O" (' --,.4 ).(i,.�+ S-3.0 0!