Laserfiche WebLink
DESCRIPTIONREV.DATE <br />STAMP: <br />SHEET TITLE: <br />SHEET NUMBER: <br />AD <br />U <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br />PROJECT: <br />80 <br />5 <br /> <br />C <br />L <br />E <br />M <br />E <br />N <br />S <br />E <br />N <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />1 PC1 01-17-2026 <br />TYPICAL <br />DETAILS <br />SD.0 <br />DOUBLE TOP PLATE <br />SILL PLATE <br />NOTE : <br />WHERE NOTCH IS GREATER THAN 1" PROVIDE 10 GA <br />STRAP W/ WIDTH SAME AS DBL TOP PL.TOP PL OF SHEAR <br />WALLS SHALL NOT BE NOTCHED UNLESS SPECIFICALLY <br />DETAILED. <br />8" MAX <br />@ SHEAR WALL <br />END OF SILL PL <br />END OF SILL PL <br />NOTE : <br />WHERE DEPTH OF NOTCH "B" OS GREATER THAN D/5 PROVIDE ANCHOR BOLT EA <br />SIDE OF NOTCH PER END REQUIREMENT. NO MORE THAN ONE NOTCH IS <br />PERMITTED IN EVERY 12'-0" @ SHEAR WALL <br />5" MIN. <br />9" MAX. <br />5" MIN. <br />9" MAX. <br />5" MIN. <br />9" MAX. <br />2D <br />MIN. <br />D <br />D/ <br />2 <br />D/ <br />2 <br />DRILLED HOLE <br />"B" <br />"B <br />" <br />D/ <br />3 <br />8) 16D SIDE OF <br />NOTCH (4PL) <br />5"3"5" <br />MAX. <br />NOTCH <br />D/ <br />2 <br />MA <br />X <br />. <br />2D <br />MIN. <br />D/ <br />3 <br />D/ <br />2 <br />D/ <br />2 <br />D <br />PLATE NOTCH AT NON SHEARWALL <br />DBL. TOP PLATE2-16d TOE NAIL <br />1/ <br />2 <br />" <br />GA <br />P <br />2x4 FLAT @ 48" O.C. <br />CEILING WHERE <br />OCCURS <br />2x6 BRACING W/ (3)16d EA END <br />@ 8'-0" WHERE WALL IS: <br />2x4 AND H> 14'-0" <br />2X6 AND H> 22'-0" <br />PROVIDE 2x6 CONT. <br />@ MIDSPAN WHERE BRACE <br />EXCEEDS 6'-0" W/(2) 16d <br />FLOOR LINE <br />H <br />TOP OF PARTITION PARALLEL <br />TO JOISTS <br />DBL. TOP PLATE <br />1/ <br />2 <br />" <br />GA <br />P <br />CEILING WHERE <br />OCCURS <br />FLOOR LINE <br />H <br />TOP OF PARTITION <br />PERPENDICULAR TO JOISTS <br />SIMPSON DTC <br />(SLOT VERTICAL) <br />AT EA JOIST <br />OR RAFTER <br />GAP <br />CEILING WHERE <br />OCCURS <br />1/2" <br />SIMPSON DTC <br />(SLOT VERTICAL) <br />CLIP @ EA RAFTER <br />SIMPSON STCT CLIP (SLOTS <br />VERTICAL) WHERE <br />REQUIRED <br />@ EA RAFTER <br />TOP OF PARTITION TO CONC. SLAB <br />1/ <br />2 <br />" <br />GA <br />P <br />CEILING WHERE <br />OCCURS <br />4x W/ 1/2" Ø HILTI KH-EZ <br />@48" O.C. <br />W/ 5" EMBED EA SIDE <br />DBL. TOP PLATE <br />SLAB PER PLAN <br />PARTITION WALL (NON-BEARING/NON-SHEARWALL) <br />CONCRETE FLOOR <br />CONDITION <br />WOOD FLOOR <br />CONDITION <br />1'-0" <br />MIN <br />PARTIAL SHEET AT <br />WALL END ONLY <br />STAGGER HORIZ. PANEL JOINTS, TYP OR <br />USE FULL HEIGHT SHEETS WHERE <br />POSSIBLE <br />1' <br />- <br />0 <br />" <br />MI <br />N <br />. <br />WH <br />E <br />R <br />E <br />RE <br />Q <br />' <br />D <br />7"MI <br />N <br />. <br />EDGE NAIL TO <br />TOP PLATES <br />STAGGER NAILS <br />FULL SIZE <br />PLYWOOD <br />SHEET TYP. <br />U.N.O. <br />POST AT HD <br />EDGE NAIL TO <br />HOLD DOWN <br />POST <br />ANCHOR <br />BOLTS SEE <br />SCHEDULE <br />EDGE NAIL TO <br />SILL <br />BLK'G AT PAN <br />EDGES SAME <br />SIZE AS PANEL <br />EDGE STUD <br />FIELD NAILING <br />@12" O.C. <br />EDGE NAIL AT <br />PANEL EDGES <br />TYP STUDS <br />PLYWOOD <br />FACE GRAIN <br />PARALLEL <br />TO STUD <br />EDGE NAIL TO <br />SILL PLATE <br />SILL PLATE <br />NAILING <br />A35 SEE SHED. <br />TYPICAL SHEARWALL FRAMING ELEVATION <br />SHEARWALL <br />WHERE OCCURS <br />1/2"1/2" <br />SILL PLATE ANCHORAGE <br />PER SHEARWALL SCHEDULE <br />CONCRETE SLAB OR <br />PRECAST PLANK <br />MAX. <br />@SHEARWALL <br />APPLICABLE NOTE 2 <br />MAX. <br />@SHEARWALL APPLICABLE <br />NOTE 2 <br />SHEARWALL SHEATHING SEE <br />PLAN AND SCHEDULE <br />PLATE WASHER <br />3 GA x 3 x 3- .23 MIN THICKNESS <br />NOTES: <br />1. INSTALL SILL PLATE ANCHORAGE AS SHOWN AND AT SPACING <br /> INDICATED IN WOOD SHEARWALL BASE CONNECTION SCHEDULE. <br />2. STAGGER ANCHORS AT DOUBLE SIDE SHEARWALL <br />WOOD SHEARWALL SILL PLATE ANCHORAGE <br />16d @24" O.C. TYP. <br />DOUBLE STUDS DOUBLE STUDS <br />WALL INTERSECTION <br />NOTCHING & BORING - CONV. JOIST <br />NOTES: <br />1) FOR SOLID SAWN JOISTS, NOTCHED TO BE @ OUTER 1/3 SPAN ONLY. <br />2) MAINTAIN MIN. 6" SPACING BETWEEN NOTCHES/ BORED HOLES. <br />JOIST DEPTH <br />MAX <br />2" CLEAR TO <br />EDGE OF JOIST. <br />1/3 OF JOIST <br />DEPTH MAX. <br />1/6 OF JOIST <br />DEPTH MAX. <br />1/3 OF JOIST <br />SPAN MAX. <br />PIPE OR <br />CONDUIT.1/6 OF JOIST <br />DEPTH MAX. <br />1/3 OF JOIST <br />DEPTH MAX. <br />1/3 OF JOIST <br />SPAN MAX. <br />JOIST DEPTH. <br />40% MAX. STUD <br />WIDTH NOTCH <br />60% MAX. STUD <br />WITH BORE <br />40% MAX. STUD <br />WIDTH NOTCH <br />60% MAX. STUD <br />WITH BORE <br />NON BEARING STUDS BEARING STUDS <br />NOTCH/BORE <br />% OF STUDS <br />25% <br />40% <br />60% <br />2 x 4 2 x 6 <br />7/8" <br />1 3/8" <br />2" <br />1 3/8" <br />2 1/8" <br />3 1/4" <br />NOTES: <br /> 1. NOTCHING AND BORING SHOULD NOT OCCUR IN SAME STUD SECTION <br /> 2. NO MORE THAN TWO SUCCESSIVE DOUBLE STUDS MAY HAVE 60% MAX <br /> BORING HOLES <br />5/8" MIN. <br />DISTANCE TYP. <br />ALL STUD <br />1 1/2" <br />1 1/2" <br />STUD NOTCHING/BORING LIMITS <br />5/8" MIN. <br />DISTANCE TYP. <br />ALL STUD <br />4' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />WOOD JOISTS PER PLAN <br />SHEATHING PER PLAN <br />MSTA30 W/2x BLOCK TYP. @ <br />CORNER <br />DOUBLE JOISTS <br />TAIL JOIST <br />HANGER PER PLAN <br />BOUNDARY NAILING <br />1" MIN <br />PENETRATION <br />COMMON NAILS @ 6" O.C. EACH FACE <br />TOP AND BOTTOM <br />WEB STIFFENER AT <br />HANGER (I-JOIST ONLY) <br />SECTION OF DOUBLE JOIST <br />PLAN VIEW <br />NOTE: <br />SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND <br />ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF <br />OPENING <br />TYPICAL DIAPHRAGM OPENING <br />1 <br />3 <br />5 <br />6 <br />711 <br />10 <br />9 <br />EQ. <br />NAIL SPLICE <br />SIMPSON STRAP <br />PER SCHEDULE <br />SPLICED <br />OVER STUDS <br />MARK <br />A <br />B <br />NO. OF NAILS <br />NAIL SPLICE <br />TYPICAL SPLICE TOP PLATE <br />EQ. <br />(2) 2x TOP PLATE <br />@ RAKE WALL <br />STRAP PER <br />SCHEDULE <br />ALT. STRAP SPLICE <br />MIN. LAP (FT) <br />ALT. STRAP <br />SPLICE <br />C <br />D <br />E <br />F <br />G <br />10 <br />16 <br />22 <br />24 <br />32 <br />36 <br />42 <br />4 <br />4 <br />6 <br />6 <br />8 <br />8 <br />8 <br />ST22 <br />ST6224 <br />ST6236 <br />MST37 <br />MST48 <br />MST60 <br />CMST12-72" <br />ALL NAILS ARE 16d SINKER OR 10d COMMON <br />NAILS PER SCHEDULE EQUALLY SPACED, <br />STAGGERED <br />SPLICED OVER STUDS <br />TOP PLATES <br />STUDS PER PLAN <br />4'-0" MIN. LAP 4'-0" MIN. LAP <br />NAILS PER SCHEDULE EQUALLY SPACED, <br />STAGGERED <br />2 <br />NOTES: <br />1) NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. <br />2) PLYWOOD OSB PIECES SHALL CONTAIN NOT LESS THAN 8 SQ. FT. NOR BE LESS THAN 2-0" WIDE. <br />3) MAXIMUM UNSUPPORTED SHEATHING TO BE 24". <br />4) FRAMING AT ADJOINING PANEL EDGE SHALL BE 3" NOMINAL OR WIDER AND NAILS AT ALL PANEL <br />EDGES SHALL BE STAGG. WHERE PANEL EDGE NAILING IS SPECIFIED AT 2 1/2" 0.C. OR LESS <br />5) ALL PANEL EDGES OF THE FLOOR SHEATHING SHALL HAVE APPROVED T AND G JOINTS OR SHALL <br />BE SUPPORTED BY BLK'G. PER IBC TABLE 2304.8(3) IN 2022 CBC. <br />4'-0"x8-0" SHEETS, <br />STAGG. AS SHOWN <br />EDGE NAILING <br />FIELD NAILING <br />DIRECTION OF FACE <br />GRAIN PERPENDICULAR <br />TO SUPPORT <br />GAP <br />PANEL JOINT <br />2x MIN. <br />FRAMING <br />EDGE NAILSSHEATHING <br />PLAN <br />DISCONTINUOUS EDGE <br />W/2x MIN. FRAMING BLK'G <br />CONT. EDGE W/2x MIN. <br />BLK'G. AT BLOCKING <br />DIAPHRAGM <br />JOIST PER PLAN <br />CONT. EDGE W/0 BLK'G. <br />@ UNBLK'G. DIAPHRAGM <br />1/8" <br />ROOF OR FLOOR SHEATHING LAYOUT <br />SIMPSON A34 AT OPENING <br />WIDER THAN 8'-0" <br />(2)16d MIN. (ADD (2)16d <br />FOR EA. 2" OF ADDITIONAL <br />HEADER DEPTH) <br />OPENING <br />WIDTH MAX. <br />MIN. NOMINAL <br />HEADER ''D'' <br />HEADER SCHEDULE <br />4'-0" <br />6'-0" <br />8'-0" <br />10'-0" <br />12'-0" <br />4" <br />6" <br />8" <br />10" <br />12" <br />SILL PL <br />2x WINDOW SILL WHERE <br />OCCURS (2)2x SILL AT <br />OPENING WIDER THAN 4'-0") <br />2x STUDS PER SCHEDULE <br />ON PLAN <br />DOUBLE STUDS OR POST <br />PER PLAN <br />WIDTH SAME AS <br />STUD WIDTH SOLID BUILT-UP <br />(AT OPENINGS <br />UP TO 6'-0" ONLY) <br />'' <br />D <br />' <br />' <br />HD <br />R <br />DE <br />P <br />T <br />H <br />2x EA. SIDE AND <br />CONT. PLYWD. SHIM <br />w/ 16d @ 12"o.c. EA. <br />SIDE STAGGER <br />(2)2x TOP PL'S <br />HEADER PER <br />SCHEDULE <br />U.N.O. ON PLANS <br />TRIMMER PER SCHEDULE, <br />U.N.O. ON PLANS <br />16d @ 12"o.c. <br />STAGGER <br />(2)10d TOE <br />NAILS <br />TYPICAL STUD WALL FRAMING AT OPENING DETAIL <br />HEADER PER <br />SCHEDULE <br />U.N.O. ON PLANSTRIMERS <br />4" WALL 6" WALL <br />2x4 <br />2x4 <br />2-2x4 <br />2-2x4 <br />2-2x4 <br />2x6 <br />2x6 <br />2x6 <br />2-2x6 <br />2-2x6 <br />STUDS WALL <br />2x LEDGER <br />w/ (2) 16d'S NAIL @ 16" <br />OC INTO STUDS <br />NEW CEILING JOIST <br />PER PLAN. <br />2x LEDGER <br />w/ (2) 16d'S NAIL @ 16" <br />OC INTO STUDS <br />NEW CEILING JOIST <br />PER PLAN. <br />1/2" DRYWALL AT <br />BOTTOM OF <br />CEILING JOISTS <br />CEILING JOIST PARALLEL TO WALL <br />SIMPSON HANGER JOIST. <br />CEILING JOIST PERPENDICULAR TO WALL <br />CEILING JOIST TO WALL DETAIL <br />2x RIDGE BOARD W/ DEPTH GREATER <br />THAN JACK RAFTER <br />2x CALI. FRAMING RAFTER <br />USE 2x4 @24" O.C. FOR MAX SPAN 4'-0" <br />USE 2x6 @24" O.C. FOR MAX SPAN 8'-0" <br />W/(3) 8d TOE NAILS TO VALLEY PLATE <br />2x VALLEY PLATE W/(3) 16d <br />INTO EACH RAFTER OR TRUSS <br />ADD 2x4 STRUT FROM JACK RAFTER TO <br />RAFTER OR TRUSS BELOW TO LIMIT CALI. <br />FRAMING RAFTER SPAN <br />ROOF TRUSSES OR RAFTER PER PLAN <br />NOTE: <br />- USE PRE-FAB. STEP-DOWN TRUSSES <br /> PERPENDICULAR TO ROOF TRUSSES <br /> IN-LIEU OF 2x JACK RAFTERS <br />CALIFORNIA FRAMING <br />PLYWOOD AT <br />DOUBLE-SIDED WALL <br />POST AT PER PLAN16d @ 12" O.C. FOR 2x STUD <br />20d @ 6" O.C. FOR 3x STUD <br />INTERSECTION w/ POST <br />16d @ 12" O.C. <br />INTERSECTION w/o POST <br />OUTSIDE CORNER w/ POST <br />POST AT PER PLAN <br />PLY. CONT. THRU <br />WALL INTERSECTION <br />ATDOUBLE-SIDED <br />WALL <br />2x OR 3x STUD AS <br />REQ'D., TYP. PER <br />S.W. SCHED. <br />16d @ 12" O.C. FOR 2x STUD <br />20d @ 6" O.C. FOR 3x STUD <br />OUTSIDE CORNER w/o POST <br />16d @ 12" O.C. <br />DOUBLE 2x, MIN. <br />NOTE: <br />SEE FRAMING PLAN FOR SHEAR WALL LOCATIONS, ORIENTATIONS AND SCHEDULE REFERENCES <br />SHEARWALL @ INTERSECTION <br />13 <br />14 <br />NOTCH @ BEAM <br />DE33 <br />BEAM DEPTH <br />PER PLAN <br />NOTCH TO MATCH <br />ROOF SLOPE, <br />(DO NOT OVER CUT) <br />MIN. 5" FOR 14" DEEP BEAM & <br />MIN. 4" FOR 11 7/8" DEEP BEAM. <br />BEAM PER PLAN TO BE <br />NOTCHED AS SHOWN <br />MIN. 3" FOR 9 1/2" DEEP BEAM. <br />15 <br />ENGINEER OF RECORD: <br />VENKATA ROHIT GRANDHI, P.E <br />7823 Boxwood Ct, <br />Highland, CA 92346 <br />rohith.grandi@gmail.com <br />09/04/202012/14/202401.18.2026