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FOUNDATION PLAN 2ND FLOOR FRAMING PLAN <br />" O.C. <br />KEY PLAN FOR SHEARWALL AND HOLDOWN DESIGN. <br />SEE NEXT SHEET. <br />1st FLOOR SHEARWALL 2nd FLOOR SHEARWALL <br />B <br />C <br />D <br />F <br />H <br />1 7 86 <br />1 7 86 <br />H <br />B <br />1 2 3 4 5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />LANDING <br />1 <br />L=13'-8" <br />1 <br />L=18'-6" <br />1 <br />L=4'-4" <br />3 <br />L= <br />3 <br />' <br />- <br />5 <br />" <br />1 <br />L= <br />1 <br />3 <br />' <br />- <br />0 <br />" <br />3 <br />L= <br />3 <br />' <br />- <br />5 <br />" <br />23'-0" <br />23'-0" <br />16'-6"3'-0"3'-6" <br />B <br />C <br />D <br />E <br />H <br />1 2 3 4 5 7 8 <br />A <br />1 4 7 8 <br />H <br />G <br />B <br />A <br />F <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />15 <br />16 <br />17 <br />14 <br />LANDING <br />LANDING <br />HDR. <br />HDR. <br />HDR. <br /> R.R.-1R.R.-1 <br />1 <br />L=6'-1" <br />1 <br />L= <br />1 <br />3 <br />' <br />- <br />0 <br />" <br />1 <br />L= <br />5 <br />' <br />- <br />0 <br />" <br />R. <br />B <br />M <br />. <br />- <br />1 <br />1 <br />L=17'-8" <br />LO <br />W <br /> <br />R <br />O <br />O <br />F <br />R. <br />R <br />. <br />- <br />1 <br />4x8 <br />3x LEDGER <br />HDR. <br />1 <br />L=4'-4" <br />1 <br />L=4'-4" <br />23'-0" <br />21 <br />' <br />- <br />9 <br />" <br />23'-0" <br />7 <br />1 <br />2 <br />3 <br />4 <br />5 <br />NO. <br />PANEL <br />WALL <br />SHEAR <br />W/ 10d COMMON <br />1/2" STRUCT. 1 PLYWD./OSB <br />PANEL <br />OR 16d <br />5/8" x 9" LAG SCREWS <br />SIMP. SDS 1/4"Ø x 6" OR <br />FLOOR PLATE FASTERNERS <br />OR 16d <br />5/8" x 9" LAG SCREWS <br />SIMP. SDS 1/4"Ø x 6" OR <br />FLOOR PLATE FASTERNERS <br />FACE <br />SIDE <br />ONE <br />SIDE <br />ONE <br />SIDE <br />ONE <br />SIDE <br />ONE <br />SIDES <br />TWO <br />SIDES <br />TWO <br />SIDES <br />TWO <br />NAILING @ PANEL <br />EDGE FIELD MEMBER <br />EDGE FASTERNERS <br />SIZE SPACING <br />PLATE <br />SIZE <br />EXTERIOR <br />TYPE SPACING TYPE SPACING <br />INTERIOR FASTERNERS <br />SIZE SPACING <br />5/8"Ø x 3/4"Ø ANCHORS <br />ANCHOR BOLTS @ SILL PLATE <br />(PLF) <br />SHEAR <br />ALLOWABLE <br />(PLF) <br />SHEAR <br />ALLOWABLE <br />6" <br />4" <br />4" <br />4" <br />6" <br />4" <br />4" <br />6" <br />8" <br />3" <br />8" <br />8" <br />8" <br />SDPWS-15SDPWS-15 <br />STAGG. <br />3" <br />STAGG. <br />2" <br />STAGG. <br />3" <br />STAGG. <br />2" <br />12" <br />12" <br />12" <br />12" <br />12" <br />12" <br />12" <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />4x <br />MIN. <br />4x <br />16d <br />SDS <br />1/4"Ø <br />SDS <br />1/4"Ø <br />SDS <br />1/4"Ø <br />SDS <br />1/4"Ø <br />LAG <br />5/8"Ø <br />LAG <br />5/8"Ø <br />MIN. <br />2x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />LTP4 <br />LTP4 <br />LTP4 <br />LTP4 <br />LTP4 <br />A35 <br />A35 <br />16" <br />16" <br />2 SIDES <br />8" <br />2 SIDES <br />8" <br />A35 <br />A35 <br />A35 <br />A35 <br />A35 <br />A35 <br />A35 <br />8" <br />8" <br />8" <br />16" <br />16" <br />2 SIDES <br />8" <br />2 SIDES <br />8" <br />5/8" Ø <br />5/8" Ø <br />5/8" Ø <br />5/8" Ø <br />5/8" Ø <br />3/4" Ø <br />7/8" Ø <br />FOR 2x <br />32" <br />32" <br />16" <br />16" <br />16" <br />16" <br />16" <br />MIN. <br />2x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />340 <br />510 <br />665 <br />870 <br />1020 <br />1330 <br />1740 <br />475 <br />715 <br />930 <br />1217 <br />1430 <br />1860 <br />2435 <br />SHEAR PANEL SCHEDULE <br />SILL PLT. <br />SIZE (SEISMIC)(WIND) <br />6 <br /> <br />NOTES: <br />FLOOR SHEATHING, TYP. U.N.O. <br />PROVIDE MINIMUM 3 IN. PENETRATION INTO MEMBERS BELOW 10. <br />USE 3x AND TREATED SILL PLATE AT CONCRETE SURFACES,TYP.9. <br />ALL NAILS SHALL BE COMMON NAILS, TYP.8. <br />A MINIMUM OF 5d CONCRETE COVER AND 10" MIN. EMBEDMENT. <br />ALL ANCHOR BOLTS AT EDGE OF CONCRETE SHALL HAVE7. <br />ENDS AND EDGES. <br />AND A MINIMUM 1/2" EDGE NAILING DISTANCES AT PANEL <br />OF THE CONNECTING MEMBER FOR SHEAR PANEL <br />PANEL EDGE AND AT LEAST 3/8" FROM THE EDGE <br />NAILS SHALL BE PLACED AT LEAST 3/8" FROM6. <br />USE PLT. 1/4"x3" SQ W/ 5/8" & 3/4" DIA. A.B.5. <br />MORE THAN 1-5/8". <br />COMMON NAILS ARE SPACED 3" O.C. PENETRATE FRAMING <br />EDGES. WHEN NAIL SPACING IS 2" O.C. OR WHEN 10d <br />NAIL SHALL BE STAGGERED IN TWO LINES ALONG PANEL <br />WALL FRAMING TO BE MIN. 3x MEMBER AT PANEL EDGES.4. <br />3. FOR HOLD DOWN ANCHOR (HD) SEE PLAN & DETIAL <br />PLYWOOD WITH MIN. 5-PLY. <br />ALL PLYWOOD SHEAR PANELS TO BE 1/2" STRUC I2. <br />SEE FRAMING PLANS FOR LOCATION OF SHEAR PANELS1. <br />2 1/2" <br />MIN. <br />1/2" MIN. <br />2" TO 3" <br />SPACING <br />NAILING PATTERN AT PANEL JOINT <br />(FOR 2" AND 3" NAIL SPACINGS) <br />PLYWD. <br />PANEL JOINT <br />3x MIN. @