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S0.20 <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 />, <br />DI <br />A <br />P <br />H <br />R <br />A <br />G <br />M <br />, <br /> <br />S <br />H <br />E <br />A <br />R <br />W <br />A <br />L <br />L <br /> <br />N <br />A <br />I <br />L <br />I <br />N <br />G <br />AN <br />D <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />SHEARWALL SCHEDULE <br />TYPE SHEATHING <br />THICKNESS <br />MIN. BOT. SILL PL. , <br />STUD, BLK'G. @ <br />ADJOINING PANEL <br />EDGES <br />EDGE NAILING <br />(E.N.)FIELD NAILING SIMPSON 'A35' OR <br />'LTP4' SPACING <br />SILL PL. ATTACHMENT ANCHOR BOLTS <br />RESISTANCE (PLF) (ɸVn) <br />OPTION A: SIMPSON 'SDS' <br />LAG SCREW OPTION B: 16d NAILS 2x BOT. SILL PL.3x BOT. SILL PL. <br />A 15/32" EXP. 1 <br />STRUCTURAL 1 2X 8d @ 6" O.C.12" O.C.22" O.C.14" O.C.8" O.C.5/8" Ø x 10" LONG @ 48" O.C. 5/8" Ø x 12" LONG @ 48" O.C.440 <br />B 15/32" EXP. 1 <br />STRUCTURAL 1 2X 10d @ 6" O.C.12" O.C.18" O.C.11" O.C.6" O.C.5/8" Ø x 10" LONG @ 48" O.C. 5/8" Ø x 12" LONG @ 48" O.C.540 <br />C 15/32" EXP. 1 <br />STRUCTURAL 1 3X 10d @ 4" O.C.12" O.C.12" O.C.7" O.C.4" O.C.N.A.5/8" Ø x 12" LONG @ 32" O.C.810 <br />D 15/32" EXP. 1 <br />STRUCTURAL 1 3X 10d @ 3" O.C.12" O.C.9" O.C.5" O.C.3" O.C.N.A.5/8" Ø x 12" LONG @ 25" O.C.1060 <br />E 15/32" EXP. 1 <br />STRUCTURAL 1 3X 10d @ 2" O.C.12" O.C.7" O.C.4" O.C.2" O.C.N.A.5/8" Ø x 12" LONG @ 19" O.C.1390 <br />F <br />15/32" EXP. 1 <br />STRUCTURAL 1 <br />BOTH SIDES <br />3X 10d @ 3" O.C.12" O.C.4" O.C.3" O.C.N.A.N.A.5/8" Ø x 12" LONG @ 12" O.C.2100 <br />G <br />15/32" EXP. 1 <br />STRUCTURAL 1 <br />BOTH SIDES <br />3X 10d @ 2" O.C.12" O.C.3" O.C.2" O.C.N.A.N.A.5/8" Ø x 12" LONG @ 11" O.C.2750 <br />SHEAR WALL SCHEDULE NOTES: <br />1. LUMBER SHALL BE DF-L W/ SPECIFIC GRAVITY OF 0.50 <br />MIN. <br />2. ALL PANEL EDGES SHALL BE FASTENED TO 2-INCH <br />NOMINAL OR WIDER FRAMING <br />3. FRAMING MEMBERS RECEIVING EDGE NAILING FROM <br />ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE <br />3x STUD OR WIDER NOMINAL. <br />4. ALL WOOD STRUCTURAL PANEL JOINTS AND SILL PLATE <br />NAILING SHALL BE STAGGERED AT ALL PANEL <br />EDGES. <br />5. NAILS SHALL BE PLACED AT LEAST 1/2" FROM PANEL <br />EDGES AND 3/8" FROM THE EDGE OF THE CONNECTING <br />MEMBERS. <br />6. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER <br />SHEARWALL. SEE DETAIL 6 / S0.21 FOR EDGE AND END <br />DISTANCES. <br />7. SPACING FOR 'A35' & 'LPT4' MAY BE REDUCED MAX. 16" <br />O.C. IF ADDITIONAL 'A35' & 'LTP4' ARE INSTALLED ALONG <br />SAME SHEARWALL LINE TO MEET MIN. QTY. REQUIRED FOR THE <br />IDENTIFIED SPACING MULTIPLIED BY SHEARWALL LENGTH. <br />ALSO, SPACING OF 'A35' & 'LTP4' MAY BE DOUBLED IF PLACED <br />ON BOTH SIDES OF THE SHEARWALL. <br />8. ALL NAILS SHALL BE COMMON NAILS, U.O.N. <br />9. E.N. = EDGE NAILING <br />10. F.N. - FIELD NAILING <br />11. ALL PANEL EDGES SHALL BE FRAMED W/ 2" NOMINAL OR <br />WIDER BACKING (BLOCKING OR STUD) U.O.N. <br />12. PANELS CAN BE INSTALLED HORIZONTALLY OR <br />VERTICALLY. <br />13. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT <br />OF 7" INTO CONCRETE, U.O.N. <br />14. ALL SHEARWALLS SHALL EXTEND FROM SILL PLATE TO <br />FLOOR/ROOF DIAPHRAGM SEHATHING <br />15. MINIMUM 3"x3x0.299" WASHER PLATE REQUIRED UNDER <br />ANCHOR BOLT NUTS AT ALL SHEARWALLS. <br />16. ALL OTHER "SHEARWALL" NOTES WRITTEN IN THE <br />STANDARD NOTE SHEETS SHALL APPLY. <br />17. DEPUTY INSPECTION REQ'D FOR TYPES C,D,E,F, & G <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 />EDGE NAILING (E.N.) <br />STAGGER <br />2x OR 3x BLK'G. PER <br />SHEARWALL SCHEDULE ON <br />HORIZ. PANEL JOINTS <br />EDGE NAILING (E.N.) <br />FIELD NAILING (F.N.) <br />STUD @ 16" O.C. (MIN.) <br />(U.O.N. ON PLAN & DETAILS) <br />SILL PL. (ANCHORS PER <br />SHEAR WALL SCHEDULE) <br />HOLDOWN PER PLAN <br />DOUBLE TOP PL.'S <br />2x OR 3x PANEL JOISTS (PER <br />SHEARWALL SCHED.) TO BE <br />CENTERED ON STUDS) <br />SHEARWALL PANEL PER <br />SHEAR WALL SCHEDULE <br />STAGGER HORIZ. <br />PANEL JOINTS <br />2x OR 3x SILL PL. PER <br />SHEARWALL SCHEDULE <br />NOTES: <br />1. MIN. NAIL EDGE DISTANCE SHALL BE 3/8" <br />FROM PANEL EDGES FOR 2x's & 1/2" FOR 3x's <br />2. MIN. SIZE OF SHEATHING SHALL BE 24" x 24" <br />1 N.T.S <br />SHEAR PANEL ELEV. (ONE SIDE 4" & 6" O.C. E.N.) <br />EDGE NAILING (E.N.) <br />STAGGER <br />3x BLK'G CENTER ON <br />HORIZ. PANEL JOINTS <br />STAGGER ALL EDGE <br />NAILING (E.N.) <br />FIELD NAILING (F.N.) <br />STUD @ 16" O.C. (MIN.) <br />(U.O.N. ON PLAN & DETAILS) <br />SILL PL. (ANCHORS PER <br />SHEAR WALL SCHEDULE) <br />HOLDOWN PER PLAN <br />DOUBLE TOP PL.'S <br />3x STUD @ PANEL JOINTS. PLYWOOD <br />JOINTS TO BE CENTERED ON STUDS ON <br />SHEARWALL PANEL PER <br />SHEARWALL SCHEDULE <br />STAGGER HORIZ. <br />PANEL JOINTS <br />3x SILL PL. <br />NOTES: <br />1. MIN. NAIL EDGE DISTANCE SHALL BE 3/8" <br />FROM PANEL EDGES <br />2. MIN. SIZE OF SHEATHING SHALL BE 24" x 24" <br />2 N.T.S <br />SHEAR PANEL ELEV. (DENSE NAILING 2" & 3" O.C. E.N.) <br />3 N.T.S <br />SHEAR PANEL ELEV. (BOTH SIDES) <br />EDGE NAILING (E.N.) <br />STAGGER <br />3x BLK'G CENTER ON <br />HORIZ. PANEL JOINTS <br />STAGGER ALL EDGE <br />NAILING (E.N.) <br />FIELD NAILING (F.N.) <br />STUD @ 16" O.C. (MIN.) <br />(U.O.N. ON PLAN & DETAILS) <br />SILL PL. (ANCHORS PER <br />SHEAR WALL SCHEDULE) <br />HOLDOWN PER PLAN <br />DOUBLE TOP PL.'S <br />3x STUD @ PANEL JOINTS. PLYWOOD <br />JOINTS TO BE CENTERED ON STUDS <br />(JOINT ON ONE SIDE OF FRAMING MUST BE <br />OFFSET FROM THOSE ON OTHER SIDE) <br />SHEARWALL PANEL <br />BOTH SIDES <br />STAGGER HORIZ. <br />PANEL JOINTS <br />3x SILL PL. <br />NOTES: <br />1. MIN. NAIL EDGE DISTANCE SHALL BE 3/8" <br />FROM PANEL EDGES <br />2. MIN. SIZE OF SHEATHING SHALL BE 24" x 24" <br />4 PLYWOOD SHEARWALL SCHEDULE <br />N.T.S <br />-L =HEADER PER <br />PLAN <br />-- <br />STRAP / HD <br />CALL-OUT. TYP. <br />SHEARWALL @ <br />LEVEL ABV. <br />SHEARWALL @ <br />LEVEL BELOW <br />SHEARWALL TYPE <br />PER SCHED. <br />MIN. SHEARWALL <br />LENGTH <br />SHEARWALL LEGEND ON PLANS <br />DRAG STRAP <br />PER PLAN <br />5 N.T.S <br />3- <br />1 <br />/ <br />2 <br />" <br />3/ <br />4 <br />" <br />3/ <br />4 <br />" <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />FASTENER SPACING <br />4" NOMINAL - TWO LINES OF FASTENERS <br />3- <br />1 <br />/ <br />2 <br />" <br />ADJOINING <br />PANEL EGDE <br />4" NOMINAL - THREE LINES OF FASTENERS <br />ADJOINING <br />PANEL EGDE <br />3/ <br />8 <br />" <br /> <br />M <br />I <br />N <br />. <br />3/ <br />8 <br />" <br /> <br />M <br />I <br />N <br />. <br />1/ <br />2 <br />" <br />1/ <br />2 <br />" <br />1/ <br />2 <br />" <br />1/ <br />2 <br />" <br />HIGH LOAD DIAPHRAGM SHEATHING <br />5/8" MIN. <br />EA. SIDE <br />2.2" MAX. <br />1.375" MAX. <br />2x6 & 3x6 STUDS <br />5/8" MIN. <br />EA. SIDE <br />1.4" <br />7/8" MAX. <br />2x4 & 3x4 STUDS <br />EXTERIOR OR BEARING WALLS NON-BEARING WALLS <br />5/8" MIN. <br />EA. SIDE <br />3.3" MAX. <br />2.2" MAX. <br />2x6 & 3x6 STUDS <br />5/8" MIN. <br />EA. SIDE <br />1.4" MAX. <br />2x4 & 3x4 STUDS <br />2.1" <br />3 1/2"5 1/2"3 1/2"5 1/2" <br />6 N.T.S <br />WOOD STUD NOTCHES <br />DIAPHRAGM BOUNDARY <br />4'X8' <br />PLYWOOD <br />PANEL <br />BOUNDARY NAILING PANEL EDGE NAILING IF BLOCKING <br />REQ'D. SEE ROOF FRAMING PLAN <br />FIELD <br />NAILING <br />BLOCKING AT <br />PANEL EDGES IF <br />REQUIRED. SEE <br />ROOF FRAMING <br />PLAN. IF BLOCKING <br />IS NOT NOTED ON <br />ROOF FRAMING <br />PLAN THEN NOT <br />REQUIRED. <br />JOISTS (FLOOR OR ROOF) <br />LOCATION SHEATHING & NAILING <br />ROOF 15 <br />32" BLOCKED OSB SHEATHING PANEL <br />10d @ 6" BOUNDARIES,10d @ 6" <br />EDGES,10d @ 12" INTERIORS <br />FLOOR 3 <br />4" T & G PLYWOOD SHEATHING OR <br />SLAB ON GRADE PER PLAN. <br />10d @ 6" BOUNDARIES,10d @ 6" <br />EDGES,10d @ 12" INTERIORS <br />7 ROOF AND FLOOR DIAPHRAGM DETAIL AND SCHEDULE <br />N.T.S