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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 @ 24" O.C.LSTA30 @ 24" 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 />CALIFORNIA <br />FRAMING <br />FRAMING <br />PER PLAN <br />B.N. <br />2X CONT. W/ 2-16d <br />@ EACH RAFTER <br />CALIFORNIA FRAMING <br />2X6 RIDGE BM. W/ <br />2-16d TOE NAIL. TYP. <br />EA. FACE AND EA. SIDE <br />2X6 RAFTERS <br />@ 24" O.C. <br />ROOF <br />SHEATHING <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 />2X FLAT BLK'G. <br />W/ E.N. SEE <br />PLAN FOR NO. <br />OF BAYS (MIN. 4 <br />BAYS). <br />SIMPSON CS16 <br />W/ 8d SINKER <br />NAILS @ 2 116" <br />O.C. CUT TO FIT <br />OVER ALL BAYS <br />OF BLK'G. <br />WHERE <br />APPLICABLE <br />END <br />L <br />E <br />N <br />G <br />T <br />H <br />TYPICAL ROOF <br />RAFTER OR TOP <br />CHORD OF TRUSS <br />HIP BM. OR TOP <br />CHORD OF HIP <br />TRUSS <br />END <br />L <br />E <br />N <br />G <br />T <br />H <br />END LENGTH <br />TYPICAL ROOF <br />RAFTER OR TOP <br />CHORD OF TRUSS <br />ROOF SHT'G. W/ E.N. <br />ALONG LINE OF DRAG <br />SIMPSON CS16 W/ <br />8d SINKER NAILS @ <br />2 116" O.C. CUT TO <br />FIT OVER ALL BAYS <br />OF BLK'G. WHERE <br />APPLICABLE <br />DBL. TOP <br />PLATE OR <br />BEAM B <br />A <br />STRAP <br />CS16 <br />(2)CS16 <br />CAPACITY <br />1700# <br />3400# <br />END LENGTH <br />3'-6" <br />3'-6" <br />* ADD 2"x4"x48" LONG MEMBER <br />TO RECEIVE 2ND CS16 & NAIL <br />W/16d'S @ 4" O.C. STAGGERED. <br />DRAG DETAIL <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 />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 />DRAG DETAIL <br />A CS16 11 2" (10) 10d 1705# 11" <br />B CS14 11 2" (13) 10d 2490# 15" <br />C CMSTC16 3" (25) 12d 4990# 20" <br />D CMST14 3"(28) 16d 6475# 26" <br />E CMST12 3" (37) 16d 9215# 33" <br />STRAP CAPACITY <br />MIN. WOOD <br />MEMBER <br />THICKNESS <br />MIN. # OF NAILS @ EACH <br />END MEMBER PER STRAP <br />MIN. END <br />LENGTH <br />HD <br />TYPE <br />DBL. TOP PLATE <br />DBL. TOP PLATE <br />BEAM PER PLAN <br />BEAM PER PLAN <br />SIMPSON EPC, <br />U.N.O <br />SIMPSON EPC, U.N.O <br />POST PER PLAN <br />POST PER PLAN <br />STRAP PER PLAN <br />STRAP <br />PER PLAN <br />2X STUD <br />2X STUD <br />SD2 <br />Job # <br />Sheet No.: <br />Scale <br />Date <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />f <br />o <br />r <br />: <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />22 <br />1 <br />7 <br /> <br />W <br /> <br />C <br />I <br />V <br />I <br />C <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br /> <br />D <br />R <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 />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 />01/27/2024 <br />S2423 <br />Co <br />n <br />t <br />a <br />c <br />t <br />: <br />STRUCTURAL <br /> DETAILS <br />OR ST6224 <br />OR ST6224 <br />(3)16d E/S <br />SIMPSON MSTI 36 <br />FLUSH BEAM <br />POST OR MULT. <br />2X STUDS <br />(3)16d E/S <br />SIMPSON MSTI 36 <br />BEAM <br />EQ. <br />ALT. CONDITION <br />EQ. <br />EQ. <br />EQ. <br />(2)2X TOP PLATE <br />SIMP. A35 @ <br />TOP.& BOTT. <br />POST <br />SILL PLATE <br />SIMP. A35 @ <br />BM PER PLAN <br />TOP & BOTT. <br />POST OR <br />MULT. STUD. <br />STUD <br />PER PLAN <br />BEAM POCKET <br />POST TO BEAM <br />1.BEAM PER PLAN <br />2.SIMP. ECCLRQ <br />3.POST PER PLAN <br />4.SIMP. ECCLLQ <br />5.SIMP. CCTQ <br />5 <br />3 <br />1 <br />6 <br />3 <br />1 <br />2 <br />3 <br />1 <br />3 <br />6 <br />1 <br />2 <br />HIP-RIDGE CONNECTION <br />7 <br />4 <br />5 <br />1.SIMP. HHRC, 3.11k PER HIP <br />2.HIP BEAM PER PLAN <br />3.RIDGE BEAM PER PLAN (4X10 MIN.) <br />4.KING POST PER PLAN <br />5.(2) SIMP. A34 <br />6.SIMP. LPCZ <br />7.CEILING BEAM PER PLAN <br />1 <br />2 <br />ELEVATIONPLAN <br />A SUR/L46 3 1/2" 1265# 5.5" <br />B SUR/L410 3 1/2"2245# 7.25" <br />C SUR/L414 3 1/2"2400# 9.25" <br />MIN. WOOD <br />MEMBER <br />THICKNESS <br />MIN. <br />RAFTER <br />DEPTH <br />HD <br />TYPE CAPACITYSKEW U <br />HANGER <br />HIP BEAM TO CEILING BEAM <br />1.TOP PLATE <br />2.HIP BEAM PER PLAN <br />3.CEILING BEAM PER PLAN <br />4.SIMP. SUR/L HANGER, SEE TABLE BELOW <br />1 <br />2 <br />3 <br />4 <br />CONNECTION DETAIL <br />MATCH SLOPE OF ROOF4. <br />3.DBL. TOP PLATE, BEAM OR POST. <br />2.OVERALL BEAM DEPTH. <br />FLUSH BEAM NOTCHED AS SHOWN.1. <br />NOTE: <br />DO NOT OVERCUT <br />MIN. 5" FOR 14" DEEP BEAM &5. <br />MIN. 4" FOR 11 7/8" DEEP BEAM. SEE <br />PLANS HIGHER HEEL STAND IS REQ'D <br />TS12 EA. SIDE6. <br />POST OR STUD WALL PER PLAN 7. <br />1.BEAM PER PLAN <br />2.SIMP. A34, EACH SIDE, TOP & BOT. <br />3.POST PER PLAN <br />4.DBL TOP PLATE OR DROP BEAM PER PLAN <br />2 <br />1 <br />3 <br />4 <br />HIP BEAM <br />2 <br />2 <br />4 <br />4 <br />1 <br />PLANSECTION <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 />2217 W Civic Center Dr <br />Unit# 29/9/2024