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SHEAR WALL SCHEDULE 2009 I.B.C & 2010 C.B.C.
<br />SILL BOLTINGWALL TYPE
<br />ALLOWABLE
<br />SHEAR
<br />ISHEAR @ SHEAR @ SILL NAILING
<br />ONE SIDE BOTH SIDES 16d @ UPPER
<br />OF WALL OF WALL STORIES
<br />A35
<br />SPACING74" STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT 6"O.C. AT TOP & BOTTOMPLATES, EDGE OF SHEAR WALL AND ON FIELD (ICC REPORT No. ESR-2595) NOTE 4 AND 180 PLF 5/8"@48'0.C 5/8"@ 24"0.C. @ 8"0.C. @ 32"0.C.
<br />10 BELOW.
<br />1542" PLYWD STRUCT I OR STD SHTG WITH 8d NAILS @ 6"0.C. AT EDGES & 12" O.C. FIELD 280 PLF 5/8'@32"0.C 5/8"@16"0.C. @ 6"0.C. @ 24"o.c.(TABLE 2306.3 2010 CBC, 2009 IBC) NOTE 1, 10, 11 & 12 BELOW
<br />1552" PLYWD STRUCT I OR STD SHTG WITH 1 Od NAILS @ 6" O.C. AT EDGES & 12" O.C.
<br />350 PLF 5/8@24'0.C 5/8"@12"0.C @ 4"0.C. @ 16"0.C.FIELD (TA8LE 2306.3 2010 CBC, 2009 IBC) NOTE 1, 6, 10, 11, 12 & 13 BELOW
<br />1542" PLYWD STRUCT I OR STD SHTG WITH 8d NAILS @ 40'0. C. AT EDGES & 12" O.C. FIELD
<br />430 PLF 5/8"@160.C.5/8"@80.C @ 4"O. C. @ 16"O.C.(TABLE 2306.3 2010 CBC, 2009 IBC) NOTE 1, 3. 5, 6, 8, 10, 11, 12 & 13 BELOW
<br />1542" PLYWD STRUCT I OR STD SHTG WITH 8d NAILS @ 3" O.C. AT EDGES & 12" O.C. FIELD
<br />550 PLF 5/8'@16"0.C.5/8"@8"0.C. @ 3-0.C. @ 12"0.C.(TABLE 2306.3 2010 CBC, 2009 IBC) NOTE 1,3,5,6, 8,10,11,12 & 13 BELOW
<br />,%52" PLYWD STRUCT I OR STD SHTG WITH 8d NAILS @ 2" O.C. AT EDGES & 12" O.C. FIELD 730 PLF 5/8'@12"0.C 5/8"@60.C. @ 2"0.C. @ 80'0.C.(TABLE 2306.3 2010 CBC, 2009 IBC) NOTE 1,3,5,6,8, 10, 11, 12 & 13 BELOW
<br />1%2" STRUCT I PLYWD WITH 10d NAILS @ 2" O. C. AT EDGES & 12" O. C. FIELD OVER 3X 870 PLF 3/4'@12'0.C.3/4"@6"0.C.N/A '@ 8"0.C.STUDS (TABLE 2306.3 2010 CBC, 2009 IBC) NOTE 1, 3, 5, 6, 8, 10, 11, 12 & 13 BELOW
<br />1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE
<br />BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES
<br />9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES 11,
<br />12, 13. & 14.
<br />2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED
<br />TO BOTH SIDES OF WALL, DOUBLE THE NUMBER OF
<br />BOLTS. (I.E. HALF THE 0/C SPACING)
<br />3. USE 3X PRESSURE TREATED DOUGLAS FIR SILL
<br />PLATES AT FOUNDATION (CONC. SLAB ON GRADE ONLY
<br />NOT REQ'D @ RAISED FLOOR FOUNDATION)
<br />4. PAPER BACKED SELF FURRING EXPANDED METAL
<br />LATH WITH ICC APPROVAL
<br />5. FRAMING AT ADJOINING PANEL EDGES SHALL BE
<br />3-INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED.
<br />6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A
<br />WALL AND NAIL SPACING IS LESS THAN 6 "0.C ON
<br />EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALLON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL
<br />BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH
<br />SIDE- SHALL BE STAGGERED.
<br />7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 56" X
<br />10" A.8.'S @ 48"0.C. UNLESS OTHERWISE NOTED ONPLANS.
<br />8. AT 3x SILL PLATE USE (2) 20d BOX END NAILS AT
<br />STUD TO SILL PLATE CONNECTION IN LIEU OF (2) 16dNAILS PER LINE 8 OF TA8LE 2304.9.1 (ALT: PROVIDESIMP. A34 AT SILL TO STUD)
<br />9. ALL INTERIOR NON BEARING FOOTINGS TO HAVE 742"
<br />SHOT PINS AT 32" O.C. & 48"0.C RESPECTIVELE ICC# E
<br />SR-2269 (HILTI), OR ICC# ESR-1663 (RAMSET/
<br />RED-HEAD).
<br />10. USE 3" X 3" X 0.229" PLATE WASHERS.
<br />11. USE CDX. CC OR STD SHTG IN LIEU OF STRUCT II
<br />PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER
<br />SPECIES MAY REQUIRE CHANGES.
<br />12. AT EXISTING FOOTINGS USE SIMPSON "SET-XP"EPOXY BOLTS PER SCHEDULED SILL BOLTING, EMBEDED8", PER ICC# ESR-2508 WITH SPECIAL INSPECTION.
<br />13. PERIODIC SPECIAL INSPECTION REQUIRED ON WOODSHEAR WALLS WITH NAIL SPACING LESS THAN OR EQUALTO 4" O.C.
<br />4 .
<br />I .
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