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2127 WETMORE AVE 2017-09-25
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2127 WETMORE AVE 2017-09-25
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Last modified
9/25/2017 8:40:11 AM
Creation date
9/25/2017 8:39:58 AM
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Address Document
Street Name
WETMORE AVE
Street Number
2127
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A F <br /> — <br /> C cr Nati <br /> D K <br /> Q' <br /> J (n <br /> D K B <br /> ` J � o <br /> B UL <br /> 0 N <br /> L0 <br /> W st N <br /> u) >(�d <br /> Q a10 E <br /> G oL<� o <br /> H L w <br /> v <br /> — W <br /> "go, o <br /> o�� <br /> Ld <br /> ®DOUBLE TOP PLATE W1 EDGE NAILING <br /> (STAGGER) QG HOEDOWN PER SCHEDULE QA DOUBLE TOP PLATE W/ EDGE NAILING Q HOLDOWN PER SCHEDULE AND n= <br /> AND PLAN (HDQ8.SDS3 (STAGGER) PLAN (HDQS-SDS3 SHOWN) <br /> ®SHEARWALL EDGE'NAILING AT ALL PANEL SHOWN) u� <br /> EDGES. BLOCKING AT ALL PANEL EDGES SHEARWALL EDGE NAILING AT ALL PANEL ®COORDINATE ALL STUD AND <br /> WHERE APPLICABLE. COORDINATE ALL STUD EDGES. BLOCKING AT ALL PANEL EDGES PLATE SIZES w/ SHEARWALL <br /> AND PLATE SIZES w/ WHERE APPLICABLE. <br /> Q EDGE NAILING TO HOLDOWN POST (FULL SHEARWALL SCHEDULE (DEDGE NAILING TO HOLDOWN POST (FULL SCHEDULE REQUIREMENTS <br /> HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS HEIGHT) STAGGER INTO DOUBLE STUDSJQ EDGE NAILING TO POSTS, TRIM <br /> 0 STUDS ® 16" ON CENTER EDGE NAILING TO POSTS, O STUDS ® 16" ON CENTER STUDS, AND KING STUDS Z <br /> ©PRESSURE TREATED SILL PLATE WITH TRIM STUDS, AND, KING (E)PRESSURE TREATED SILL PLATE WITH ®BEARING STUD FOR HEADER O, <br /> • EDGE NAILING AND ANCHOR BOLTS PER STUDSEDGE NAILING AND ANCHOR BOLTS.-PER T <br /> SHEARWALL SCHEDULE. SHEARWALL SCHEDULE. <br /> OF TOP PLATE SPLICE NAILING-TO BE 8 O 16d ®:HEADER STUD FOR TOP PLATE SPLICE NAILING TO BE (8) 16d ©THICKKNESS AT ALL MIN <br /> � <br /> SINKERS (MIN). LAP 48" MINIMUM. CENTER SHEARWALLS - Q Q aNp <br /> SINKERS (MIN). LAP 48" MINIMUM`. SPLICE ON STUD, 0 w 00 <br /> CENTER SPLICE ON STUD. o Q <br /> STD. SHEARWALL ELEVATION W/0 RIM 2 <br /> STD SHEo RWALL ELEVATION W RIM <br /> 0 <br /> LLJ <br /> fn <br /> N j <br /> CV W <br /> 0 <br /> BREAK SHEATHING ON PLATE AS SHOWN. BREAK SHEATHING ON PLATE AS SHOWN. Z <br /> SEE NOTE FOR ALTERNATE. SEE NOTE FOR ALTERNATE. °' 0 <br /> SHEARWALL PER PLAN NOTE:THE LTP4 AND THE 3x SHEARWALL PER PLAN (Y5 <br /> AGM EDGE NAILING INTO O <br /> (WHERE SPECIFIED) DIAPHRAGM EDGE NAILING INTO BOTTOM PLATE MAY BE (WHERE SPECIFIED) ST(I Od Ca3 G"o/c MIN) '• n <br /> RIM J015T(1 Od Q Oo/c MIN) ELIMINATED FOR THE SHEAR L EACH BLOCK(U5E 5DSV4"x4v; Q <br /> SHEARWALL EDGE NAILING CONNECTION FOR 5HEAKWALL EDGE NAILINGFOR 3x BOTTOM PLATES) °° Ld WAS. T� <br /> (WHERE APPLICABLE) 1 Gd NAIL EACH J015T(USE SHEARWALL#'S 1-5 IF THE (WHERE APPLICABLE) OF JOIST BLOCKING Q 48'o% ° a co� <br /> SD%x4Vz'SCREW FOR 3x SHEATHING FROM THE o <br /> LTP4 FROM BOTTOM PLATE LYP4 FROM BOTTOM PLATEd NAILS INTO EACH BLOCK •- -Z z <br /> RMI <br /> SHEARWALL IS BROKEN ONLY <br /> TO RIM JOIST PER SCHEDULE TO RIM JOIST PER SCHEDULE <br /> AT THE CENTER OF THE (AT SHEARWALL ONQ� <br /> -(AT SHEARWALL ONLY) y <br /> RIMJ015T AND NAILED TO THE <br /> LPf4 FROM RIM J015T TORIMJOIST W/(2)ROWS OF LPT4 FROM RIM J015T TO •• CLEAR SPAN43 <br /> TOP PLATE PER SCHEDULEPANEL EDGE NAILING, TOP PLATE PER SCHEDULE 17" MAXIMUM 1QNAL <br /> (AT SHEARWALL ONLY) (AT 5HEARWALL ONLY) <br /> 5HEARWALL EDGE NAILING SHEARWALL EDGE NAILINGFLOOR FRAMING PER PLAN(i-JOIST 30" MI n¢s " <br /> (WHERE APPLICABLE) IAN(1-JOI5T SHOWN, (WHERE APPLICABLE) SHOWN,SOLID SAWN SIMILAR) REBAR - <br /> 51MIUW Drawn B CHRIS <br /> SHEARWALL PER PLANT(MINIMUM) 5HEARWALL PER PLAN14 RIM J015T(MINIMUM). LENGTH y <br /> WHERE SPECIFIED) (WHERE SPECIFIED) ONE #4 REBAR Checked By:CHRIS <br /> CHJoISTro IN SHEAR. CONE Date: 11-07-13 <br /> TOP PLATE BLOCKING TO TOP PLATE <br /> e (12" MIN. REBAR <br /> �1JOIST PERPENDICULAR LENGTH SDA. JOB NO. <br /> JOIST PARALLEL ) <br /> �`�-- 1/2„ MIN. 7158 <br /> FROM CORNER STRUCTURAL <br /> F�00R J015T/�f1EARWALL CONNECTfON RIMJOIST 'STHD' INSTALLATION DETAILS <br /> 4 S-I3. 08 <br />
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