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SD2 <br />Job # <br />Sheet No.: <br />Scale <br />Date <br />Pl <br />a <br />n <br /> <br />C <br />h <br />e <br />c <br />k <br /> <br /># <br />: <br />__ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />SEAL: <br />SHEET DESCRIPTION : <br />02/10/2025 <br />S24212 <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />11 <br />2 <br />8 <br /> <br />E <br />L <br />A <br />I <br />N <br />E <br /> <br />D <br />R <br />. <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />f <br />o <br />r <br />: <br />FRAMING <br />DETAILS <br />SHEAR TRANSFER <br />5 <br />6 <br />3 <br />8 <br />1 <br />4 7 <br />B.N. <br />2 <br />5 <br />6 <br />3 8 <br />1 <br />4 7 <br />B.N. <br />2 <br />9 <br />PARALLELPERPENDICULAR <br />1.RAFTER PER PLAN <br />2.ROOF SHEATHING <br />3.LTP4 @ 48" O.C. OR SEE SHEAR WALL SCHEDULE <br />4.SHEAR WALL AS OCCURS <br />5.(8) 10d NAILS <br />6.DBL. TOP PLATE <br />7.BEAM AS OCCURS <br />8.CEILING JOIST PER PLAN <br />9.CS14 W/ 2X BLK'G FOR 4 BAY MIN, U.N.O. <br />B.N <br />. <br />B.N <br />. <br />RIDGE SHEAR TRANSFER <br />B.N <br />. <br />B.N <br />. <br />RIDGE BOARD RIDGE BEAM <br />LSTA30 @ 32" O.C.LSTA30 @ 32" O.C. <br />A35 @ <br />EA JOIST A35 @ <br />EA JOIST <br />LUS LUS <br />ROOF JOIST ROOF JOIST <br />RIDGE BOARD <br />ROOF JOIST <br />ROOF JOIST <br />RIDGE BEAM <br />SIMPSON "DTC" <br />@ 48" OC MAX. <br />2X BLK'G. @ 48" <br />O.C. W/ (3) 16d'S <br />@ EA. END <br />JOIST OR TRUSS <br />BOTT. CHORD <br />14" <br />C <br />L <br />R <br />. <br />14" <br />C <br />L <br />R <br />. <br />NON-BRG. WALL <br />NON BEARING WALL <br />TYP. AT RIDGE <br />3 <br />3 <br />NAILS SHALL BE STAGGERED <br />& AT LEAST 2 1/4" APART. <br />SINKER OR 10d COMMON <br />FULLY NAIL STRAP W/ 16d <br />NOTE: <br />- <br />- <br />4'-0" LAP MIN. <br />1 <br />1.MIN. TWO ROWS 16d's, TOTAL (24) 16d's @ <br />TYP. PLATE SPLICES OR BREAKS. <br />2.MSTA36. <br />3.LOCATE STUD UNDER SPLICE OR PROVIDE 2X <br />BLKG. ATTACHED TO ADJACENT STUDS W/ (3) <br />16d'S EACH SIDE. <br />4.PLATE TO STUD NAILING PER C.B.C. MIN. <br />REQUIREMENTS. <br />2 <br />4 <br />TOP PLATE SPLICE TYP. <br />No BLOCKING, E.N. <br />E.N.(E.N.) PER PLAN <br />CONTINUOUS PANEL EDGE <br />(E.N.) PER PLAN <br />PANEL BOUNDARY & <br />BOUNDARY NAILING (B.N.) <br />PER PLAN <br />DISCONTINUOUS PANEL EDGE, <br />NOTE: <br />- STAGGER JOINTS AS SHOWN <br />- MIM. SIZE OF SHEET SHALL <br /> BE 2 FT. X 2 FT. <br />- NAILS SHALL BE DRIVEN TIGHT <br /> BUT SHALL NOT FRACTURE <br />SURFACE OF SHEATHING <br />- TOLERANCE ON NAILING SHALL <br /> BE 3/4" W/ THE AVERAGE <br /> NAIL SPACING OVER ANY <br /> 4 FT. LENGTH BEING AT LEAST <br /> THAT NOTED ON THE PLAN <br />PER PLAN <br />DIRECTION OF FACE GRAIN <br />PERPENDICULAR TO SUPPORT <br />FRAMING @ 24" O.C.. SHOWN <br />(16" O.C.. SIMILAR) <br /> PANEL BOUNDRY & <br /> BOUNDARY NAILING (B.N.) <br /> FIELD NAILING <br />PLYWOOD SHEATHING LAYOUT <br />NOTCH SIMP. "MSTA36" W/ (11) <br />10d COMMONS EA. END <br />(STRAP NOT REQ.'D <br />@ SILL PLT.) <br />BORED HOLE <br />NOTE: <br />ONLY ONE NOTCH OR HOLE ALLOWED PER EACH <br />STUD. (EXCLUDING LET-IN BRACES). <br />NOTCHES <br />BORED <br /> HOLES <br />2-2X TOP PLT. <br />2X OR 3X <br />SILL PLT. <br />2x4 <br />2x6 <br />2x8 <br />6' <br />6' <br />6' <br />MIN. <br />SPACING <br />"L" <br />MAX.MAX. <br />"W" <br />3-1/2" <br />5-1/2" <br />5-1/2" <br />1-1/2" <br />2" <br />3" <br />2" <br />3" <br />1-1/4" <br />12" MIN.12" MIN. <br />'L' MAX. <br />EQ <br />. <br />EQ <br />. <br />'W <br />' <br />MA <br />X <br />. <br />PLATE NOTCHING AND BORING <br />2'-0" MIN. <br />PANEL WIDTH <br />EDGE NAIL (E.N.) SHEAR <br />PANEL TO ALL PANEL <br />EDGES <br />SHEAR WALL INDICATED <br />TO SHEAR WALL SCHEDULE <br />WALL SCHEDULE <br />TRIMMER WHERE OCCURS <br />FIELD NAIL @ 12" O.C. <br />KING STUD OR POST <br />PER PLAN. EDGE NAIL <br />(E.N.) SHEAR PANEL <br />TO POST <br />INSTALL HOLDOWN ON <br />KING STUD OR POST <br />W/ EDGE NAILINGNOTES: <br />1. PROVIDE 3 8" EDGE DISTANCE FOR NIALS; <br />2. PROVIDE MIN. 2X BLK'G. @ ALL PLYWOOD EDGES OR AS NOTED IN SHEAR SCHEDULE; <br />3. STAGGER NAILS THAT ARE SPACED 2" O.C.; <br />4. FOR SPECIFIC SHEARWALL CONDITIONS SEE PLAN & SCHEDULE; <br />5. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS; <br />6. MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE WALL <br /> LENGTH. MAX. LENGTH OF EA. OPENING IS 4-12" IN ANY DIRECTION. <br />BY ON PLAN REFERS <br />SHEAR PANEL <br />3 8" TYP. <br />C PANEL JOINTL <br />LC NAIL <br />SHT'G. <br />2x4 W 16d'S <br />@ 12" O.C. <br />JOIST <br />OFFSET EDGE SUPPORT <br />OFFSET EDGE SUPPORT 2x4 FLAT W/ (2) - <br />10d @ EACH END <br />C PANEL JOINTL <br />C NAILL <br />SHT'G <br />BLOCKING AT EDGE SUPPORT <br />CEILING JOIST W/ STRAPS <br />CEILING BM COND. <br />WALL COND. <br />1.CEILING BEAM PER PLAN. <br />2.CEILING JOISTS SEE PLAN. <br />3.LUS HANGER. <br />4.ST18 EA. CEILING JOIST. <br />5.2X6 BLOCKING. <br />6.(6) 16d AT OVERLAP JOIST. <br />7.DOUBLE TOP PLATE. <br />8.STUD WALL PER PLAN. <br />9.CEILING (COLLAR) TIES AT EA. RAFTER. <br />10.RAFTER SEE PLAN. <br />11.RAFTER/ CEILING CONN. SEE DETAIL <br />2/SD2. <br />12.CEILING LAP & BREAK AT BEAM SEE <br />CONN. DETAIL. <br />WD BM <br />2-A35 BOTTOM <br />2-A35 TOP <br />4XPOST W/ <br />HEADER <br />CONNECTION DETAIL <br />WD POST <br />WD BEAM <br />SIMPSON ECCQ <br />OR BEAM <br />CONNECTION DETAIL <br />SIMPSON CCQ <br />SHEAR TRANSFER <br />1.RAFTER PER PLAN <br />2.(2) 16d <br />3.SIMP. A34 <br />4.2X BLK'G <br />5.ROOF SHEATHING <br />6.FLAT 2X4 @ 24" O.C. <br />7.DBL. TOP PLATE <br />8.(2) 16d <br />9.FASCIA BOARD <br />10.LTP4 (OR A35) SEE SHEAR WALL <br />SCHEDULE <br />11.DBL. RAFTER <br />12.STRUT @ 48" O.C. W/ A34 TO TOP <br />PLATE AND RAFTER <br />MAX LENGTH: <br />2X 6'-0" <br />4X 14'-0" <br />13.MATCH SHEAR WALL BELLOW <br />14.2X STUD <br />15.2X BLK'G <br />16.CEILING JOIST PER PLAN <br />17.DBL. TOP PLATE OR BEAM <br />18.SHEAR WALL PER PLAN <br />19.RIM JOIST <br />20.2X BLK'G WITH BOUNDARY <br />NAILING <br />12 <br />4 <br />14 <br />6 <br />2 <br />8 B.N.B.N. <br />E. <br />N <br />. <br />16 <br />1 <br />7 <br />17 <br />E. <br />N <br />. <br />10 <br />18 <br />13 <br />X <br />9 <br />19 <br />5 <br />3 <br />18" MIN. <br />20 <br />2 <br />10 <br />45 <br />°MA <br />X <br />. <br />11 <br />20 20 <br />BEAM AT WALL END <br />1 <br />5 <br />6 <br />2 <br />1 <br />5 <br />6 <br />2 <br />4 <br />4 <br />1.BEAM PER PLAN <br />2.DBL. TOP PLATE <br />3.2X STUD W/ 16d @ 12" O.C. <br />4.SIMPSON EPC, U.N.O. <br />5.POST PER PLAN <br />6.2X STUD <br />3 <br />3 <br />SHEAR TRANSFER <br />1.RAFTER PER PLAN <br />2.(2) 16d <br />3.SIMP. A34 <br />4.2X BLK'G <br />5.ROOF SHEATHING <br />6.FLAT 2X4 @ 24" O.C. <br />7.DBL. TOP PLATE <br />8.(2) 16d <br />9.FASCIA BOARD <br />10.LTP4 (OR A35) SEE SHEAR WALL <br />SCHEDULE <br />11.DBL. RAFTER <br />12.STRUT @ 48" O.C. W/ A34 TO TOP <br />PLATE AND RAFTER <br />MAX LENGTH: <br />2X 6'-0" <br />4X 14'-0"MATCH <br />13.SHEAR WALL BELLOW <br />14.2X STUD <br />15.2X BLK'G @ 48" O.C. <br />16.CEILING JOIST PER PLAN <br />17.DBL. TOP PLATE OR BEAM <br />18.SHEAR WALL PER PLAN <br />19.RIM JOIST <br />20.2X BLK'G WITH BOUNDARY NAILING <br />21.2X LEDGER W/ (2) 1 <br />4" LAG SCREWS @ <br />16" O.C., MIN. 2.5 EMBEDMENT <br />12 <br />4 <br />14 <br />6 <br />2 <br />8 B.N.B.N. <br />E. <br />N <br />. <br />16 <br />1 <br />7 <br />17 <br />E. <br />N <br />. <br />10 <br />18 <br />13 <br />X <br />9 <br />19 <br />5 <br />3 <br />18" MIN. <br />20 2 <br />10 <br />45 <br />°MA <br />X <br />. <br />11 <br />20 <br />20 <br />5 <br />1 <br />2 <br />15 <br />21 <br />1.CEILING JOIST <br />2.DBL. TOP PLATE <br />3.SHEARWALL PER PLAN <br />4.2X BLK'G <br />5.2X STUD @ 16" O.C. <br />6.RAFTER PER PLAN <br />7.WALL SHEATHING, SAME AS BELOW <br />8.FASTENER & SILL PER SHEARWALL <br />SCHEDULE. <br />9.SIMP A35 @ 16" O.C. <br />10.ROOF SHEATHING <br />11.SIMP A35 @ 16" O.C. <br />12.2X BLK'G @ 48" O.C., BOTH SIDES OF <br />COLLECTOR BEAM <br />B. <br />N <br />. <br />B. <br />N <br />. <br />B. <br />N <br />. <br />B.N. <br />5 <br />2 <br />9 <br />9 <br />8 7 <br />10 <br />5 <br />4 <br />3 <br />6 <br />1 <br />SHEAR TRANSFER <br />12 <br />12 <br />6 <br />B. <br />N <br />. <br />B.N. <br />9 <br />6 <br />4 <br />PERPENDICULAR RAFTERS <br />PARALLEL RAFTERS <br />PLATELINE <br />L <br />48" MAX. <br />L 2' <br />- <br />1 <br />" <br />AWING BRACE <br />1.2X STUD <br />2.6X6 <br />3.(6) 3/8" LAG SCREW @ 5" O.C. W/ <br />1.5" x 1.5" x 1/8" PLATES, 3" MIN. <br />EMBEDMENT TO POST <br />4.SIMP. HUC66 <br />5.(2) SIMP. KBS1Z <br />6.SIMP. ECPZ6 <br />7.POST PER PLAN <br />8.BEAM PER PLAN <br />9.RAFTER PER PLAN <br />10.LEDGER PER PLAN, (3) 1/4" SDS <br />WOOD SCREWS PER STUD, 2.5" <br />MIN. EMBEDMENT <br />11.SIMP. LUS <br />12.SIMP. A34 W/ #9 SDS SCREWS <br />13.SIMP. H2.5A <br />14.SIMP A34 <br />15.2x BLK'G <br />16.SIMP. A34, EACH SIDE OF POST, <br />TOP AND BOT. OF POST <br />8' <br />- <br />0 <br />" <br />45° <br />6" <br />MI <br />N <br />. <br />1 <br />2 <br />3 <br />4 <br />2 <br />2 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />16 <br />2