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Consultant: <br />Address: <br />Address <br />Phone <br />e-mail <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />SHEET NAME <br />DATE <br />DRAWN BY: <br />CHECKED BY: <br />SHEET NUMBER <br />REVISION <br />STAMP <br />PR <br />O <br />J <br />E <br />C <br />T <br />12 <br />/ <br />8 <br />/ <br />2 <br />0 <br />2 <br />4 <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />LP <br />12/08/2024 <br />HP <br /> 2 <br />7 <br />2 <br />6 <br /> <br />S <br />T <br />R <br />A <br />W <br />B <br />E <br />R <br />R <br />Y <br /> <br />L <br />A <br />N <br />E <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br />Description Date <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 /> 2 <br />7 <br />2 <br />6 <br /> <br />S <br />T <br />R <br />A <br />W <br />B <br />E <br />R <br />R <br />Y <br /> <br />L <br />A <br />N <br />E <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 />1ST PC RESPONSE 12/08/241 <br />& <br />Χ <br />& <br />TYP. BORE & NOTCH @ PLATES 01 <br />TYP. BORE & NOTCH @ STUD <br />SUPPORT <br />C OFL <br />1 <br />1 <br />NOTCHING <br />BORING <br />TYP. BORE & NOTCH @ BM OR JOIST 03 <br />D/ <br />4 <br />D/ <br />3 <br />MA <br />X <br />D/ <br />6D <br />2" <br />MI <br />N <br />. <br />D <br />2" <br />MI <br />N <br />. <br />D D/ <br />6 <br />02 <br />TYP. SHEAR WALL INTERSECTIONS 09 <br />TYP. REINFORCING BENDS 13 TYPICAL REINFORCEMENT DETAILS 05 <br />05 <br />SN2 <br />STRUCTURAL DETAILS <br />SD2TYP. EXTERIOR AND INTERIOR BEARING/SHEAR WALL FRAMING <br />TYP. INTERIOR NON-BEARING STUD WALL FRAMING <br />16 <br />ALT. CONDITION <br />PROVIDE B.N. @ ALL EDGES. <br />24". PROVIDE ADEQUATE FRAMING <br />MEMBERS TO LIMIT SPAN. <br />SHEATHING. <br />-SEE GENERAL NOTES FOR PLYWOOD <br />TYPE, THICKNESS, SPACING, & NAIL SIZE. <br />-PROVIDE MIN. 3/8" EDGE DISTANCE @ <br />FRAMING MEMBER & 5/16" TO EDGE OF <br />PLYWOOD DIAPHRAGM. <br />-ALL DIAPHRAGM BOUNDARIES SHOULD <br />BE FULLY SUPPORTED BY FRAMING <br />MEMBERS W/ BOUNDARY NAILING <br />-T&G EDGE TO BE LOCATED OVER <br />CONTINUOUS PANEL JOINT. <br />-MAX. UNSUPPORTED SHEATHING TO BE <br />DIAPHRAGM <br />OPENING IN <br />TYP. APPROVED HANGERS USE <br />(3) 16d TOE NAILS IF LENGTH <br />NOTES: <br />-STAGGERED JOINTS AS SHOWN <br />-NAILS SHALL BE DRIVEN TIGHT BUT <br />SHALL NOT FRACTURE SURFACE OF <br />TAIL JOIST/TRUSS PER PLAN. <br />TYP. 2-BAYS OF BLKG. USE <br />CS16 OVER BLK'G AND <br />OF TAIL JOIST < 6'-0". <br />16. <br />17. <br />18. <br />8. DISCONTINUOUS PANEL EDGE, <br />EDGE NAILING PER PLAN. <br />CONT. PANEL EDGE W/ BLKG. <br />(IF BLOCKED DIAPHRAGM), <br />EDGE NAILING PER PLAN. <br />24" MIN. UNLESS FULLY <br />FIELD NAILING PER PLAN. <br />FRAMING MEMBERS. <br />DIRECTION OF FACE GRAIN <br />PERPENDICULAR TO SUPPORT. <br />BLOCK OUT EDGES OF THE <br />OPENING W/ DBL. STRUCT'L. <br />MEMBERS/BEAM (U.N.O.) AND <br />12. <br />13. <br />14. <br />15. <br />1/8" GAP U.N.O. <br />9. <br />10. <br />11. <br />BLOCKED @ ALL EDGES. <br />ROOF OR FLOOR SHEATHING. <br />2X4 W/ NAILS TO BE <br />ROOF OR FLOOR FRAMING <br />2X4 BLK'G 6'-0" LONG MAX W/ (2) 16d <br />PANEL EDGE WHERE 2X FLAT <br />BLKG. IS NEEDED @ BLOCKED <br />DIAPHRAGM BOUNDARY & <br />COMMON NAILS @ EA. END. <br />MATCHED W/ EDGE NAILING. <br />6. <br />7. <br />DIAPHRAGM. <br />B.N. PER PLAN. <br />3. <br />4. <br />5. <br />2. <br />1. <br />MEMBER. <br />PANEL JOINT. <br />1 <br />3 <br />4 <br />2 <br />6 14 7 8 9 <br />10 <br />11 13 <br />10 <br />18 <br />17 <br />12 <br />16 <br />15 <br />1/8" GAP <br />16" MIN. <br />OFFSET EDGE <br />SUPPORT <br />NAIL @ 2 1/16" O.C. U.N.O. <br />48" MAX.48 <br />" <br />MA <br />X <br />. <br />ON FRAMING PLAN. <br />PROVIDE SINGLE BLOCKING <br />W/ E.N. WHEN OPENING < 24"x24", <br />AND STRAPS PER NOTE 18 <br />DO NOT APPLY. <br />51/8" GAP <br />79 <br />10 8 6 <br />3 <br />2 <br />5 <br />42 <br />3 <br />42 <br />3 <br />2 1 <br />1 <br />1 <br />1.BOTTOM CHORD OF TRUSS <br />(MAX. @ 24" O.C.) <br />2. <br />3. <br />4. <br />2X8 BRACING. <br />5. <br />6. <br />7. <br />8. <br />9. <br />SIMP. STC @ EACH CONNECT. <br />IX OVER 2X PLATE OR (2) <br />2X BLK'G. @ 24" O.C. W/ (2) <br />16d's TO EACH MEMBER. <br />2X MEMBER W/(2) 16d TO BLK'G. <br />(2) 2X TOP PLATE. <br />(2) 16d'S @ 12" O.C. <br />TYP. EDGE NAILING. <br />2X TOP PLATE WHEN TRUSS <br />BOT. CHORD IS CAMBERED <br />10.2X CEILING JOIST OR BOTTOM <br />CHORD OF CAMBERED TRUSS. <br />ALT. CONDITION <br />PERPENDICULAR PARALLEL <br />3 <br />4 <br />111 <br />ALT. CONNECTION 2X BLK'G. X 12" LONG @ ±6'-0" <br />O.C. NAILED TO TOP PLATE <br />11. <br />W/ (3) 16d's. <br />NON-BEARING WALL DETAIL 06 <br />TYPICAL SPLICE TOP PLATE 08 <br />14 <br />PLY. FLR/ROOF DIAPHRAGM TYP.10 <br />FLOOR SHTG <br />11 <br /> <br />1 <br />/ <br />8 <br />" <br />1 1/4" RIM JST <br />1 <br />3 <br />/ <br />4 <br />" <br />3 <br />5 <br />/ <br />8 <br />" <br />LS50 PER <br />2x STUDS @ <br />16" O/C <br />PENETRATION <br />DBL TOP FL <br />2x STUDS @ <br />16" O/C <br />NOTE: <br />- PROVIDE F.H. SOLID BLOCKING UNDER BEAMS OR POST ABOVE. <br />- NEED TO BE REVIEWED BY STRUCTURAL ENGINEER IF THE RIM JOIST <br />SUPPORTS MORE THAN ONE FLOOR AND ROOF. <br />PLANS <br />Ø = 7 3/8" MAX <br />6 <br />1 <br />/ <br />2 <br />" <br />13"x6 1/2" <br />DUCT OPENING <br />L = 1'-1" <br />S = 1'-1" <br />MIN. <br />MI <br />N <br />. <br />EQEQ <br />CL <br />DUCT <br />RIM OPENING @ MULTI DUCT 04 <br />1/ <br />2 <br />" <br />1 <br />1 <br />/ <br />4 <br />" <br />NAILS <br />2 1/16" <br />07CS16 DRAG STRAP NAILING PATTERN <br />NAIL BOTH PLWD. PANELS <br />ON SAME MEMBER. <br />BOTH SIDES OF DBL. SIDED <br />WINDOW SILL FOR STRAP ON <br />INSTALL HOLDOWN ON RETURN <br />SHEAR PANELS. <br />APPLICABLE. <br />USE FULL WIDTH BLK'G. & <br />WALL @ CORNERS WHEN <br />NOTES: <br />FULL LENGTH OF SHEAR PANEL). <br />WINDOW SILL WHERE OCCURS. <br />CONT. STUD/S OR POST W/ B.N. <br />SHEAR PANEL TYPE PER PLAN <br />ALL AROUND OPENING. PROVIDE <br />BLK'G ABOVE & BELOW OPENING <br />TYP. EACH CORNER OF OPENING. <br />SILL & ACROSS SHEAR PANEL <br />EXTEND ONTO HDR. OR WINDOW <br />2X BLK'G W/8d @ 2 1/16" O.C. <br />CS16 OVER SHEAR PANEL OVER <br />3.2X STUD PER PLAN. <br />NAILING/SCREWS/BOLT <br />SHEAR WALL. <br />B.N. AT BLK'G & EDGES OF <br />HEADER PER PLAN. <br />& W/HOLDOWN PER PLAN AT <br />8. <br />7. <br />6. <br />5. <br />4. <br />DOUBLE 2X TOP PLATE. <br />(ALT. INSTALL OVER 2X MIN. <br />2. <br />1. <br />16 <br />835 <br />2 6 1 <br />7 <br />4 <br />5 <br />6 18" <br />5 <br />5 <br />3 <br />4 <br />2 <br />1 <br />1 <br />5 4 <br />5 <br />OUTSIDE EDGES OF SHEAR PANEL <br />& EDGES OF DOORWAYS. <br />5 <br />7 1 <br />NAILING PATTERN. <br />REFER TO 17/SN2 FOR CS16 <br />PER PLAN.- <br />- <br />- <br />- <br />STAGGERED FACE NAILS PER9. <br />NOTE 5 OF DETAIL 2/SN3. <br />PANEL EDGE.10. <br />9 <br />9 <br />10 <br />1/8" <br />10 <br />USE (2)CS16 W/ (2)-2x or 4x BLKG11. <br />AT KEY NOTE 15A <br />11 <br />11 <br />OPENING @ SHEAR WALL <br />11 <br />12 <br />15 <br />HEADER SCHEDULE (SEE NOTE 1) <br />OPENING WIDTH HEADER <br />UP TO 3'-6"4X4 <br />UP TO 5'-5"4X6 <br />UP TO 6'-10"4X8 <br />UP TO 8'-5"4X10 <br />UP TO 9'-9"4X12 <br />DATA FROM CRC TABLE R502.5(1) <br />DF #1 HEADER, ALLOWABLE SPANS <br />3 <br />2 <br />4 <br />2 <br />4 1 <br />SIDE VIEW END VIEW <br />1. BM., SEE PLAN. <br />SIMPSON STRAP EACH SIDE <br />OF BEAM TO POST. <br />POST, SEE PLAN. <br />ALT. TO MSTA12 STRAPS, USE <br />2X KING STUD EACH SIDE <br />OF BEAM TO POST & NAIL <br />W/ 16d'S @ 16" O.C. TO POST <br />& MIN. (5) 16d'S TO BEAM. <br />2. <br />3. <br />4. <br />NOTE: <br />- <br /> POST & BEAM CONNECTION <br />ADD SHIMS AS REQUIRED. <br />IF THERE IS DBL. TOP PLATE- <br />BTWN. BM. & POST, INCREASE <br />LENGTH OF STRAP TO <br />ACCOMMODATE. <br />EQ <br />. <br />EQ <br />. <br />FILL ALL STRAP HOLES WITH- <br />NAILS. <br />4 <br />SIGNED DATE: 12/8/2024 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025