Laserfiche WebLink
S0.1 <br />Sheet <br />Date <br />Scale <br />PROJECT: <br />Job <br />Drawn M.G. <br />Sheet Title <br />BYREVISIONS <br />AS SHOWN <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />O <br />R <br />Y <br /> <br />D <br />W <br />E <br />L <br />L <br />I <br />N <br />G <br /> <br />U <br />N <br />I <br />T <br />DATESUBMITTAL <br />PLAN CHECK SUBMITTAL <br />TYPICAL <br />DETAILS <br />NOTES: <br />1.PROVIDE TOP MOUNT HANGERS. FACE MOUNT HANGERS SHALL BE ALLOWED ONLY WHERE SPECIFICALLY <br />INDICATED ON THE PLANS OR DETAILS <br />2.PROVIDE SKEWED, SLOPED HANGERS AS REQ'D. <br />ALL SAWN LUMBER U.N.O. <br />2X6 THRU 2X16 <br />(2) 2X6 THRU (2) 2X14 <br />4X6 THRU 4X14 <br />ALL I-JOIST U.N.O. <br />SINGLE I-JOIST TO WOOD <br />BEAM 9 1 4 THRU 16 DEEP <br />ALL PSL/LVL/LSL BEAM U.N.O. <br />3 1 2" AND 5 1 4" PSL/LVL/LSL UP <br />TO 11 7 8" DEEP <br />ALL GLULAM BEAMS U.N.O. <br />SIMPSON 'HUTF' <br />SIMPSON 'LB' <br />SIMPSON 'HUSTF' <br />SIMPSON 'LBV' <br />SIMPSON 'ITS' <br />SIMPSON 'HGLTV' <br />SIMPSON 'GLTV' <br />SIMPSON 'EG' <br />ESR-2553 <br />COLA RR25800 <br />ESR-2553 <br />COLA RR25800 <br />ESR-2553 <br />COLA RR25800 <br />ESR-2553 <br />COLA RR25800 <br />ESR-2615 <br />COLA RR25803 <br />ESR-2615 <br />COLA RR25803 <br />ESR-2615 <br />COLA RR25803 <br />ESR-2615 <br />COLA RR25803 <br />ESR-2615 <br />COLA RR25803 <br />SIMPSON 'HUSTF' <br />JOIST/BEAM SIZE HANGER TYPE <br />TOP MOUNT HANGER (SEE NOTE 1) <br />ALL SAWN LUMBER U.N.O. <br />2X6 THRU 2X16 <br />(2) 2X6 THRU (2) 2X14 <br />4X6 THRU 4X14 <br />ALL I-JOIST U.N.O. <br />SINGLE I-JOIST TO WOOD <br />BEAM 9 1 4 THRU 16 DEEP <br />ALL PSL/LVL/LSL BEAM U.N.O. <br />3 1 2" AND 5 1 4" PSL/LVL/LSL UP <br />TO 11 7 8" DEEP <br />ALL GLULAM BEAMS U.N.O. <br />SIMPSON 'HU' <br />SIMPSON 'LUS' <br />SIMPSON 'HHUS' <br />SIMPSON 'MIU' <br />SIMPSON 'IUS' <br />SIMPSON 'HGU' <br />SIMPSON 'MGU' <br />SIMPSON 'HHGU' <br />ESR-2549 <br />COLA RR25807 <br />ESR-2549 <br />COLA RR25807 <br />ESR-2549 <br />COLA RR25807 <br />ESR-2552 <br />COLA RR25801 <br />ESR-2552 <br />COLA RR25801 <br />ESR-2552 <br />COLA RR25801 <br />ESR-2552 <br />COLA RR25801 <br />ESR-2552 <br />COLA RR25801 <br />ESR-2552 <br />COLA RR25801 <br />JOIST/BEAM SIZE HANGER TYPE <br />FACE MOUNT HANGER (SEE NOTE 1) <br />SIMPSON 'LUS' <br />HANGER SCHEDULE - MANUFACTURER: SIMPSON STRONGTIE <br />N.T.S.15PIER WALL <br />** <br />* <br />** <br />** <br />* <br />* <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 />2 1/2" <br />MIN. <br />2'-0" MIN. <br />3" CLR. <br />3" CLR. <br />1/2" MIN. <br />2" TO 3" <br />SPACING <br />RAISED FLR. FTG. SLAB FTG. <br />NAILING PATTERN AT PANEL JOINT <br />(FOR 2" AND 3" NAIL SPACINGS) <br />SHEAR PANEL SCHEDULE 1 <br />NOTES: <br />PLYWD. SPLICE <br />3x BLKG @ <br />EDGE NAILING <br />EDGE NAILING <br />2 ROWS OF <br />PANEL EDGE <br />3x STUD @ <br />PLATE <br />3x BOT. <br />(U.N.O.) <br />3x BLKG. <br />TOP PLATES <br />CONT. DBL <br />EDGE NAILING <br />2 ROWS OF <br />PLYWD. SPLICE <br />3x BLKG @ <br />PLATE <br />3x BOT. <br />PER PLAN <br />FLOOR JOIST <br />PER PANEL SCH. <br />SILL PLATE W/ A.B. <br />3x PRESS. TREATED <br />CONT. DBL TOP PLATE <br />2x STUDS @ 16" O.C. <br />FIELD NAILING <br />2 ROWS OF EDGE NAILING <br />EDGE NAILING <br />FLOOR JOIST PER PLAN <br />PANEL EDGE <br />3x STUDS @ <br />EDGE NAILING <br />FIELD NAILING <br />PER PANEL SCH. <br />SILL PLATE W/ A.B. <br />HOLDOWN IF REQ'D <br />PLYWD. <br />PANEL JOINT <br />3x MIN. @ <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 />NO SCALE <br />6 <br />12/30/24 <br />12/30/2024 <br />UN <br />I <br />T <br />74 <br />0 <br /> <br />W <br /> <br />S <br />t <br />. <br /> <br />A <br />N <br />D <br />R <br />E <br />W <br />S <br /> <br />P <br />L <br />A <br />C <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />- <br />2 <br />6 <br />2 <br />1