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7/31/2025 2:19:04 PM
Creation date
6/1/2025 11:56:37 AM
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101118232
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1313 N English St Unit# 2
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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 PURLIN @ 9'-0" O.C. & <br />2X4 KICKER @ 4'-0" O.C. <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 &BOUNDARY NAILING (B.N.)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.- NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURESURFACE OF SHEATHING <br />- TOLERANCE ON NAILING SHALL BE 3/4" W/ THE AVERAGE NAIL SPACING OVER ANY 4 FT. LENGTH BEING AT LEAST THAT NOTED ON THE PLAN <br />PER PLAN <br />DIRECTION OF FACE GRAINPERPENDICULAR TO SUPPORT <br />FRAMING @ 24" O.C.. SHOWN(16" O.C.. SIMILAR) <br /> PANEL BOUNDRY & 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 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 />STRAP PER CHART BELOW <br />(TO EACH JOIST WHEN <br />EQ.EQ. <br />PLYWD. SHT'G W/E.N. <br />DROP BEAM, OR DBL. JST. <br />SEE PLAN FOR BRG. <br />CONDITION <br />FLUSH BEAM OR DBL. JST. <br />DBL. FLR. JST.) <br />8d BOX/SINKER @ 4-1/8"CS16 <br />STRAP LENGTH <br />END <br />NAILS/SPACING <br />3'-6" <br />3'-6" <br />5'-6" <br />LOAD <br />1700# <br />3400# <br />4500# <br />(2)CS16 <br />CMSTC16 <br />A <br />B <br />C <br />8d BOX/SINKER @ 4-1/8" <br />16d SINKER @ 4-1/2" <br />ALT. STRAP LOCATION <br />DRAG DETAIL <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 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 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 />SHEAR TRANSFER <br />5 <br />6 <br />3 <br />8 <br />1 <br />4 7 <br />B.N. <br />2 <br />5 <br />63 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 />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 />13 <br />1 <br />3 <br /> <br />E <br />N <br />G <br />L <br />I <br />S <br />H <br /> <br />S <br />T <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 />6 <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 />S2413 <br />Co <br />n <br />t <br />a <br />c <br />t <br />: <br />FRAMING <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 PLATESIMP. A35 @ <br />BM PER PLAN <br />TOP & BOTT. <br />POST OR <br />MULT. STUD. <br />STUD <br />PER PLAN <br />BEAM POCKET <br />SHEAR TRANSFER <br />B.N.B.N. <br />B. <br />N <br />. <br />B. <br />N <br />. <br />X <br />18" MIN. <br />ROOF SHEATHING <br />FLAT 2X4 @ 24" O.C. <br />(2) 16d <br />FASCIA BOARD <br />LTP4 @ 48" O.C. <br />OR SEE SHEAR <br />WALL SCHEDULE <br />MATCH SHEAR WALL BELLOW <br />2X STUD <br />2X BLK'G <br />LTP4 @ 48" O.C. <br />OR SEE SHEAR <br />WALL SCHEDULE <br />SHEAR WALL PER PLAN <br />RIM JOIST <br />SIMP. A34 <br />(2) 16d <br />RAFTER <br />PER PLAN <br />2X BLK'G W/ <br />SIMP. CS16, <br />6 BAYS MIN.2X STRUT <br />@ 24" O.C. <br />(2) 16d <br />2X BLK'G <br />@ 48" O.C. <br />DBL. <br />TOP PLATE <br />CEILING JOIST <br />PER PLAN <br />DBL. TOP PLATE OR BEAM <br />2X ROO <br />F <br /> <br />R <br />A <br />F <br />T <br />E <br />R <br />LSTA30 @ 24" O.C. <br />2X ROO <br />F <br /> <br />R <br />A <br />F <br />T <br />E <br />R <br />SEE PLAN <br />RIDGE BEAM. <br />B.N. <br />A35 @ EA RAFTER <br />CONNECTION DETAIL <br />3 <br />6 <br />12 <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 />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 />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 />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 PARALLEL RAFTERS <br />1313 N English St <br />8/28/2024
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