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GENERAL <br />1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE <br />CONTRACT DRAWINGS. <br />a DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SMALL <br />E RESPONSIBLE FOR THE SAFETY OF THE BUILDING® THE <br />CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND <br />GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL <br />SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED IN <br />WRITING PRIOR TO ERECTION. <br />3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA <br />STANDARDS. ANY DEVIATION MUST DE APPROVED BY OSHA <br />PRIOR TO ERECTION. <br />a THE CONTRACTOR SHALL -BE SOLELY RESPONSIBLE FOR ALL <br />CONSTRUCTION PROCEDURES. <br />5THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />COORDINATING <br />THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. <br />ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF <br />THE ENGINEER AND BE L PRIOR <br />r g_ <br />INDICATE6. DRAWINGS GENERAL AND TYPICAL DET""ONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY <br />'NDICATED BUT ARE OF AILS <br />SIMILAR CHARACTER TO DETAILS <br />SIMILAR <br />BE - <br />DETAILREVIEW BY THE ENGINEER. <br />7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL <br />OCCUR IN ADDITION TO ANY OTHER SPECIFIC <br />a <br />VIAPHRAGM EDGE <br />FLd0cR SHEATHING <br />SILL PLATE AND ANCHOR BOLTS PER <br />SHEAR ALL SCHEDULE, MIN 2x P.T. <br />PLATE - ANCHOR ®LT <br />PER PLAN <br />TION CONNECTION <br />�--16cl NAILS 0 " O.C. <br />e--=-DIAPH AG EDGE <br />NAILING - 1 0d x 1V 0 <br />ro" c <br />FLOOR SHEATHING <br />T <br />TOP <br />FLOOR /FDUNDATION CONNECTION <br />JOISTS, PARALLEL <br />�q a <br />DOUBLE TOP PLATE / EDGE NAILING <br />G HOLDO N PER SCHEDULE AND <br />(6)DOUBLE TOP PLATE W1 EDGE NAILING <br />G <br />HOLDOWN PER SCHEDULE <br />TRUSS <br />(STAGGER) <br />PLAN (HD —SDS SHOWN) <br />(STAGGER) <br />AND PLAN (HD ®SD <br />d 0 6" O/C INTO LOCKI C- <br />SHEAR' ALL EDGE NAILING AT ALL PANEL <br />(9COORDINATE ALL STUD AND <br />D SHEARWALL EDGE NAILING AT ALL PANEL <br />SHOWN) <br />EDGES. BLOCKING AT ALL PANEL EDGES <br />PLATE SIDES SHWA ALL <br />EDGES. BLOCKING AT ALL PANEL EDGES <br />H <br />COORDINATE ALL STUD <br />H1 CLIP EACH <br />MERE APPLICABLE® <br />O <br />SCHEDULE REQUIREMENTS <br />MERE APPLICABLE. <br />O <br />AND PLATE SIZES <br />TRUSS ( 24 O C <br />EDGE NAILING TO HOLDO POST FULL <br />EDGE NAILING TO HOLDON POST FULL <br />SHEAR ALL SCHEDULE <br />A <br />HEIGHT) STAGGER INTO DOUBLE STUDS <br />@ EDGE NAILING TO POSTS, TRIM} <br />HEIGHT STAGGER INTO DOUBLE STUDS <br />REQUIREMENTS <br />D STUDS 0 1 " ON CENTER <br />STUDS, AND KING STUDS <br />D STUDS 1 " ON CENTER <br />@EDGE <br />NAII-ING TO POSTS, <br />E PRESSURE TREATED SILL PLATE WITH <br />(@BEARINGSTUD FOR DEADER <br />E PRESSURE TREATED SILL PLATE WITH <br />TRIM STUDS, AND KING <br />EDGE NAILING AND ANCHOR BOLTS PER <br />"F <br />EDGE NAILING AND ANCHOR BOLTS PER <br />STUDS <br />BEARING STUD FOR <br />ALL PER PLAN <br />SMEAR ALL SCHEDULE. <br />L RI JOIST TO BE 1 IN <br />SHEARWALL SCHEDULE. <br />NAIL SHEATHING <br />F TOP PLATE SPLICE NAILING TO BE () 1 d <br />THICKNESS AT ALL <br />F TOP PLATE SPLICE NAILING TO BE () 1 d <br />HEADER <br />INTO EA MEMBER OF <br />SINKERS (MIN). LAP " MINIMUM. CENTER <br />SHEA WALLS <br />SINKERS (MIN). LAP " MINIMUM. <br />TOP PLATE <br />SPLICE ON STUD. <br />CENTER SPLICE ON STUD. <br />STD. <br />� .$HEARWALL <br />I <br />SCALE. <br />(6 <br />�W <br />LAYERS., <br />T OR EQUIVALENT <br />f P. a <br />F <br />TM ty,, <br />i - <br />c <br />0— <br />g� <br />a <br />Qo <br />0 <br />N <br />Lo <br />N <br />LEI <br />ao <br />bi <br />o <br />I <br />z <br />0 <br />x <br />CL <br />'f <br />ICIN <br />WA <br />y <br />