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E.N. <br />HOLD-DOWN <br />POST PER PLAN <br />16d @ 4" O.C. <br />VERTICALLY <br />SHEAR PANEL <br />PER PLAN <br />HOLD-DOWN PER PLAN. <br />(WHERE OCCURS) <br />16d @ 4" O.C. <br />VERTICALLY <br />4x OR 6x POST <br />PER PLAN <br />STRAP PER PLAN <br />(WHERE OCCURS) <br />16d @ 4" O.C. <br />VERTICALLY <br />SHEAR PANEL <br />PER PLAN <br />E.N. <br />E.N. <br />E.N. <br />4x OR 6x POST <br />PER PLAN <br />STRAP PER PLAN <br />(WHERE OCCURS) <br />16d @ 4" O.C. <br />VERTICALLY <br />E.N. <br />SHEAR PANEL <br />PER PLAN <br />SHEAR PANEL <br />PER PLAN <br />HOLD-DOWN PER PLAN. <br />(WHERE OCCURS) <br />E.N. <br />E.N.E.N. <br />HOLD-DOWN PER PLAN <br />(WHERE OCCURS) <br />STRAP PER PLAN <br />(WHERE OCCURS) <br />4x OR 6x POST <br />PER PLAN <br />SHEAR PANEL <br />PER PLAN <br />SHEAR PANEL <br />PER PLAN <br />E.N. <br />E.N. <br />HOLD-DOWN PER <br />PLAN (WHERE <br />OCCURS) <br />4x OR 6x POST <br />PER PLAN <br />SHEAR PANEL <br />PER PLAN <br />STRAP PER PLAN <br />(WHERE OCCURS) <br />SHEAR PANEL PER <br />PLAN <br />E.N. <br />HOLD-DOWN PER PLAN <br />(WHERE OCCURS) <br />SHEAR PANEL <br />PER PLAN <br />4x OR 6x POST <br />PER PLAN <br />STRAP PER PLAN <br />(WHERE OCCURS) <br />NOTES: <br />1. SHEARWALL w/ TIGHTEST NAILING PATTERN <br />SHALL EXTEND OVER HOLD-DOWN POST <br />A - SHEAR TRANSFER AT CORNER W/ HOLDOWN B - SHEAR TRANSFER AT CORNER W/ STRAP C - SHEAR TRANSFER AT CORNER W/ STRAP & HD D - SHEAR TRANSFER AT WALL INTERSECTION <br />E.N. <br />SHEAR PANEL <br />PER PLAN <br />HOLD-DOWN PER PLAN <br />(WHERE OCCURS) <br />HOLD-DOWN PER <br />PLAN (WHERE <br />OCCURS) <br />4x OR 6x POST PER PLAN <br />STRAP PER PLAN <br />(WHERE OCCURS) <br />E - SHEAR TRANSFER AT T-INTERSECTION F - SHEAR TRANSFER AT CORNER W/ STRAP & HD G - SHEAR TRANSFER AT WALL END W/ STRAP & HD <br />5 N.T.S <br />UPDATE THIS DESCRIPTION <br />7" <br /> <br />E <br />M <br />B <br />E <br />D <br />. <br />MI <br />N <br />. <br />24" MIN.12" <br />E.N.E.N. <br />2x TRIMMERS <br />OR 4x POST <br />4x MIN. POST PER PLAN @ <br />HOLDOWN LOCATION. <br />HD PER PLAN <br />HEADER PER PLAN <br />60" SIMPSON 'CS16' <br />STRAP <br />E. <br />N <br />. <br />E. <br />N <br />. <br />HD BOLT PER SCHEDULE <br />CONT. TOP <br />PLATES. SEE <br />DETAIL 1/S-0.2 <br />FOR SPLICE <br />REQUIREMENTS <br />4x MIN. POST PER <br />PLAN @ HOLDOWN <br />LOCATION <br />2'-0" MIN. <br />3x4 MIN. FLAT BLKG. <br />@ ALL PANEL JOINTS <br />A35 EA. SIDE <br />2' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />F. <br />N <br />. <br />F. <br />N <br />. <br />SEE PLANS FOR SHEARWALL LENGTH <br />F. <br />N <br />. <br />F. <br />N <br />. <br />E.N.E.N. <br />E.N.E.N. <br />E. <br />N <br />. <br />E. <br />N <br />. <br />E. <br />N <br />. <br />E. <br />N <br />. <br />SIMPSON "CS16" <br />WRAPPED AROUND SILL <br />PL. @ PIPE OPENING <br />E.N.E.N. <br />9"6"9" <br />PLYWOOD <br />SHEATHING <br />ROOF DRAIN PIPE <br />WHERE OCCURS <br />E.N. <br />A.B. EA. SIDE <br />OF PIPE <br />HOLDOWN <br />POST PER PLAN <br />SIMPSON "CS16" WRAPPED <br />AROUND SILL PL. <br />PLAN VIEW @ DRAIN PIPE <br />DATE:11/14/2024 <br />JOB NO: MLB24-1210 <br />DESIGNED BY: HK <br />CHECKED BY: GB <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />DA <br />T <br />E <br />RE <br />V <br />BY <br />1 3 4 5 <br />- <br />2 <br />- <br />- <br />MLB CONSULTING AND <br />ENGINEERING, INC <br />7918 FOOTHILL BLVD <br />SUNLAND, CA 91040 <br />(818) 521-6342 <br />INFO@MLBENGINEERING.ORG <br />4703 W McFadden <br />Ave Santa Ana, CA <br />92704 <br />TYP. MINIMUM ROOF HEADER SCHEDULE <br />(U.O.N. ON PLANS) <br />WIDTH OF <br />OPENING <br />NUMBER OF <br />TRIMMERS <br />HEADER SIZE <br />2x4 Wall Framing 2x6 Framing <br />up to 4'-0"1 4x4 6x6 <br />up to 6'-0"1 4x6 6x6 <br />up to 8'-0"2 4x8 6x8 <br />up to 10'-0"2 4x10 6x12 <br />up to 12'-0"3 4x12 6x12 <br />TYP. MINIMUM FLOOR & ROOF DECK HEADER SCHEDULE <br />(U.O.N. ON PLANS) <br />WIDTH OF <br />OPENING <br />NUMBER OF <br />TRIMMERS <br />HEADER SIZE <br />2x4 Wall Framing 2x6 Framing <br />up to 4'-0"2 4x4 6x6 <br />up to 6'-0"2 4x6 6x6 <br />up to 8'-0"2 4x8 6x8 <br />up to 10'-0"2 4x10 6x12 <br />up to 12'-0"3 4x12 6x12 <br />STUD WALL <br />PER PLAN <br />(6) - 16d NAILS <br />EA. SIDE OF <br />SPLICE. TYP.SILL PL. <br />SPLICE <br />"A""B" <br />NOTES: <br />USE THIS DETAIL WHEN EITHER "A" OR "B" IS GREATER THAN 1'-0" <br />ANCHOR BOLT PER <br />SW SCHED. TYP. <br />NOTES: <br />1. USE 5/8" Ø ANCHOR BOLTS PER SCHEDULE ON DETAIL X / S0.XX <br />2. EACH SILL PLATE PIECE SHALL HAVE (2) BOLTS MINIMUM. HOLD-DOWN ANCHORS ARE NOT <br />CONSIDERED AN ANCHOR BOLT. <br />3. LOCATE BOLTS WITHIN 9" OF SILL PLATE ENDS AND AT 4'-0" O.C. MAX. <br />4. USE PLATE WASHER PER SHEARWALL SCHEDULE AT EA. BOLT. STANDARD CUT WASHERS <br />ARE ACCEPTABLE AT NON-SHEAR WALLS. <br />5. DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE. UISE 11/16" Ø DRILL BIT. <br />6. SILL PLATE THICKNESS AND FASTENING AT SHEARWALLS PER SHEAR WALL SCHEDULE ON <br />DETAIL X/S0.XX <br />7. CONTACT THE ENGINEER-OF-RECORD FOR POST-INSTALLED ANCHOR OPTIONS. <br />9" MAX. <br />4 1/2" MIN. <br />4 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />9" <br /> <br />M <br />A <br />X <br />. <br />4 1/2" MIN. <br />9" MAX. <br />4 1/2" MIN. <br />9" MAX. <br />4 1/2" MIN. <br />9" MAX. <br />4 1/2" MIN. <br />9" MAX. <br />NOTCH IN SILL PL. <br />PER DETAIL 2 <br />PLYWOOD <br />SHEATHING PER PLAN <br />DRAG STRAP PER PLAN <br />SIMPSON 'ECCQ' <br />FLOOR BEAM PER PLAN <br />OVER TOP PL'S. <br />WOOD POST <br />PER PLAN <br />STUD WALL <br />FRAMING PER <br />PLAN <br />CRIPPLE WALL <br />FRAMING <br />DOUBLE TOP PL'S. <br />WINDOW <br />OPENINING <br />NON-LOAD BEARING HEADER <br />SIZES PER SCHEDULE <br />DOUBLE TRIMMER <br />2 TYPICAL HEADER CONSTRUCTION WITH BEAM ABOVE <br />N.T.S <br />DBL. TOP PL. <br />(2) ROWS - 0.148"Ø x 3.25" <br />NAILS (16 - TOTAL). <br />STAGGERED WITHIN AREA <br />OF SPLICE @ 6" O.C. <br />PLATE SPLICE TO <br />OCCUR OVER <br />STUDS, TYP. <br />STUD WALL <br />PER PLAN <br />4'-0" MIN. SPLICE LAP <br />NOTES: <br />1. USE 5/8" Ø ANCHOR BOLTS PER SCHEDULE ON DETAIL X / S0.XX <br />2. EACH SILL PLATE PIECE SHALL HAVE (2) BOLTS MINIMUM. HOLD-DOWN ANCHORS ARE NOT CONSIDERED AN <br />ANCHOR BOLT. <br />3. LOCATE BOLTS WITHIN 9" OF SILL PLATE ENDS AND AT 4'-0" O.C. MAX. <br />4. USE PLATE WASHER PER SHEARWALL SCHEDULE AT EA. BOLT. STANDARD CUT WASHERS ARE ACCEPTABLE <br />AT NON-SHEAR WALLS. <br />5. DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE. UISE 11/16" Ø DRILL BIT. <br />6. SILL PLATE THICKNESS AND FASTENING AT SHEARWALLS PER SHEAR WALL SCHEDULE ON DETAIL X/S0.XX <br />7. CONTACT THE ENGINEER-OF-RECORD FOR POST-INSTALLED ANCHOR OPTIONS. <br />5 TYP. PLATE SPLICE DETAIL <br />N.T.S4SILL PLATE SPLICE <br />N.T.S <br />1 PLYWOOD SHEARWALL ELEVATION DETAIL <br />N.T.S <br />6 TYP. SILL PLATE BOLTING <br />N.T.S <br />S0.21 <br />TY <br />P <br />. <br /> <br />W <br />O <br />O <br />D <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />WA <br />L <br />L <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />SILL END