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PLATE BOLTING <br />BOLT SIZE PLATE WASHER SIZE <br /> 1 <br />2" PL.229x3x3 <br /> 5 <br />8 " PL .229x3x3 <br /> 3 <br />4 " PL .229x3x3 <br /> 7 <br />8 " PL 5 <br />16 "x3x3 <br /> 1" PL 3 <br />8 "x3 1 <br />2"x2 1 <br />2 " <br />MIN. 2 BOLTS IN EA. SILL SECTION <br />5 <br />8 " DIA. A.B. @ 48" TYPICAL, SEE <br />SHEARWALL SCHEDULE FOR <br />OTHER SPACING AT SHEARWALLS <br />WHERE SILL PLATE IS DRILLED OR <br />NOTCHED MORE THAN 1/3 OF THE PLATE <br />WIDTH, INSTALL ONE BOLT EACH SIDE OF <br />NOTCH <br />WASHER PLATE PER <br />SCHEDULE ABOVE <br />9" <br />9" <br />9"9"9"9"9" <br />EQ.EQ. <br />ST <br />A <br />G <br />G <br />. <br /> <br />E <br />D <br />G <br />E <br /> <br />N <br />A <br />I <br />L <br />I <br />N <br />G <br /> <br />@ <br />A <br />L <br />L <br /> <br />P <br />A <br />N <br />E <br />L <br /> <br />E <br />D <br />G <br />E <br />S <br />FI <br />E <br />L <br />D <br /> <br />N <br />A <br />I <br />L <br />I <br />N <br />G <br />@ <br />A <br />L <br />L <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />S <br />T <br />U <br />D <br />S <br />OF <br />F <br />S <br />E <br />T <br />SPECIAL INSPECTION <br />SIMPSON'S 'SET-XP' (ICC# ESR-2508 <br />LARR 25744) 5" MIN. EMBED <br />DRILL & EPOXY w/ <br />REQUIRED <br />13 <br />57 <br />911 <br />TOP PLATE SPLICE8 <br />1112 <br />HOLDOWN AND SSTB ANCHOR <br />SHEARWALL ASSEMBLY w/ SHEATHING ON BOTH SIDES <br />SHEARWALL ASSEMBLY w/ SHEATHING ON ONE SIDE <br />ROOF/FLOOR DIAPHRAGM ASSEMBLY <br />BORING AND NOTCHING3x SILL REQ'D. AT (E) 2x SILL <br />DEPTH "D" <br />.25x"D" MAX. AT <br />BEARING WALL <br />.40x"D" MAX. AT <br />NON-BEARING WALL <br />.40x"D" MAX. AT <br />BEARING WALL <br />.60x"D" MAX. AT <br />NON-BEARING WALL <br />5 <br />8" MIN TYPL <br />"D"/3 MAX. <br />BORED HOLES <br />2" <br /> <br />M <br />I <br />N <br />. <br /> <br />T <br />Y <br />P <br />. <br />12" MIN SEP. <br />DE <br />P <br />T <br />H <br /> <br />" <br />D <br />" <br />"D <br />" <br />/ <br />6 <br /> <br />M <br />A <br />X <br />. <br />NO <br />T <br />C <br />H <br />"D <br />" <br />/ <br />4 <br /> <br />M <br />A <br />X <br /> <br />A <br />T <br /> <br />E <br />N <br />D <br />S <br />B - STUDS IN WALLSA - JOIST/RAFTERS <br />NOTCHING NOT ALLOWED <br />IN MIDDLE 1 <br />3 OF SPAN <br />MARK MIN. PL. THK. NAILS DESIGN LOAD <br /> 6 2x 6-16d 1250# <br /> 8 2x 8-16d 1670# <br /> 10 2x 10-16d 2090# <br /> 12 2x 12-16d 2510# <br /> 14 2x 14-16d 2920# <br /> 16 2x 16-16d 3340# <br /> 18 2x 18-16d 3760# <br /> 20 2x 20-16d (1)3780#/4180# <br />* = 6'-0" MIN. LAP LENGTH <br /> AT SPLCE 20, 22 & 24 <br />GROUP NAILS OR BOLTS <br />ON BOTH SIDES OF <br />SPLICE IN TOP PLATE <br />NAILS <br />PER SCH 4'-0" MIN LAP * <br />1 1 <br />2" MIN.1 1 <br />2" MIN.1 1 <br />2" MIN.1 1 <br />2" MIN. <br />NAILS <br />PER SCH <br />16d @ <br />16" TYP <br />16d @ <br />16" TYP <br />@ 3" MIN. <br />TYP <br />1" <br />1" <br />STAGGER <br />NAILS TYP <br />NOTES: <br />1. STUD AND BLOCKING SIZES: <br /> SHEARWALL TYPE I = 2x <br /> SHEARWALL TYPE II = 3x MIN AT <br /> PANEL EDGES <br /> 2x AT <br /> OTHER SUDS <br />2. SEE HOLDOWN DETAIL FOR ADDITIONAL <br /> HOLDOWN POST SIZE REQUIREMENTS <br />3. SILL AT FOUNDATION: <br /> SHEARWALL TYPE I = 2x <br /> SHEARWALL TYPE II = 3x <br /> (SEE "TYPICAL SILL PLATE BOLTING" <br /> DETAIL FOR WASHER PLATES AT <br /> ANCHOR BOLTS) <br />STUD <br />HD POST EA END <br />(SEE NOTE 2) <br />EDGE NAILING TO <br />HD POST (FULL HEIGHT) <br />STUDS @ 16" (MAX) <br />(SEE NOTE 1) <br />EDGE NAILING TO <br />TOP PLATES STAGGERED <br />(SHEARWALL TYPES I & II) <br />SHEATHING @ OPENINGS FOR <br />FLUSH FINISH <br />DOOR OR WINDOW HEADER <br />EDGE NAILING TO HD POST <br />(FULL HEIGHT) <br />BLOCKING @ ALL PANELS <br />EDGES (SEE NOTE 1) <br />TRIMMER STUD(S) <br />HOLDOWN PER PLAN <br />(SEE HOLDOWN DETAIL) <br />EDGING NAILING TO SILL <br />SILL BOLTING OR NAILING <br />TOP PLATES <br />STAGGERED NAILING <br />PANEL <br />JOINT <br />SP <br />A <br />C <br />I <br />N <br />G <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />3 <br />8" MIN. <br />NOTE: THIS DETAIL TO BE USED ONLY WHERE 3x SILL IS <br />REQUIRED AS INDICATED ON SHEARWALL DETAILS AND SCHEDULE. <br />EXISTING STUD WALL <br />ANCHOR BOLTS SIZE & SPACING <br />PER SHEARWALL SCHEDULE <br />2x BLOCKING w/4-16d NAILS/BLK. <br />EXISTING 2x SILL PLATE <br />w/ ANCHOR BOLTS <br />2x(STUD DEPTH) <br />AT PANEL JOINT <br />2x(STUD DEPTH) AT PANERL JOINT <br />w/16d AT 2" STAGGERED (USE ONLY <br />WHERE 3x REQUIRED) <br />PANEL JOINT <br />SHEATHING PER PLAN <br />(WHERE OCCURS)PLAN <br />NOTES: <br />1. SHEATHING ON ONE SIDE OF THE SHEARWALL <br />MUST BE NAILED COMPLETELY BEFORE THE <br />FRAME INSPECTION. SHEATHING ON THE OTHER <br />SIDE MUST BE INSTALLED AND INSPECTED <br />PRIOR TO INSTALLATION OF WALL SURFACE COVERING <br />2. SEE HOLDOWN DETAIL FOR ADDITIONAL HOLDOWN <br />POST SIZE REQUIREMENTS. <br />FRAMING TABLE TYPE III TYPE IV <br /> MINIMUM <br /> DBL. TOP PL. 2-2x 2-3x6 <br /> MIN. PANEL <br /> EDGE STUD 3x 4x6 <br /> OTHER STUDS <br /> MINIMUM 2x 2x6 <br /> MIN. BLKG. 3x 4x6 <br /> MIN. SILL 3x 3x6 <br /> MIN. HD POST 4x 4x6 <br />(SHEARWALL TYPES III & IV) <br />STUD <br />HD POST EA END <br />(SEE NOTE 2) <br />EDGE NAILING TO <br />HD POST (FULL HEIGHT) <br />STUDS @ 16" (MAX) <br />STAGGERED EDGE NAILING @ <br />ALL PANEL EDGES <br />TOP PLATES <br />SHEATHING @ OPENINGS FOR <br />FLUSH FINISH <br />DOOR OR WINDOW HEADER <br />EDGE NAILING TO HD POST <br />(FULL HEIGHT) <br />BLOCKING @ ALL PANELS EDGES <br />TRIMMER STUD(S) <br />HOLDOWN PER PLAN <br />(SEE HOLDOWN DETAIL) <br />EDGING NAILING TO SILL <br />SILL BOLTING OR NAILING <br />FIELD NAILING @ ALL OTHER STUDS <br />EDGE NAILING TO TOP PLATES <br />STAGGERED <br />STAGGERED PANEL JOINT EACH <br />SIDE OF WALL (VERT. & HORIZ) <br />16 <br />" <br /> <br />M <br />I <br />N <br />. <br />OF <br />F <br />S <br />E <br />T <br />MARK <br />MIN. HD <br />POST <br />(WALL 2x4 <br />& 2x6) <br />NO. OF <br />SDS 1 4"x3 <br />SCRES <br />CL <br />SIMPSON <br />STRONGTIE <br />ANCHOR <br />BOLT <br />ANCHOR <br />DIA. <br />MIN. <br />ANCHOR <br />EMBED Le <br />MIN <br />FOOTING <br />WIDTH <br />ALLOW TENSION KIPS <br />MINDWALL CORNER <br />HDU2 4x4 & 4x6 6 1 5/16"SSTB16 5/8"12 5/8"12"3.780 2.550 <br />HDU4 4x4 & 4x6 10 1 5/16"SSTB20 5/8"16 5/8"12"4.785 2.960 <br />HDU5 4x4 & 4x6 14 1 5/16"SSTB24 5/8"20 5/8"12"5.790 3.325 <br />HDU8 4x6 & 4x6 20 1 3/8"SSTB28 7/8"24 7/8"12"11.060 7.315 <br />HDU11 4x6 & 4x6 30 1 3/8"SSTB34 7/8"28 7/8"12"11.060 7.315 <br />HDU14 4x8 & 6x6 36 1 9/16"SB1x30 1"24"12"16.300 13.090 <br />1) ALL HOLDOWN ANCHOR BOLTS SHALL BE SECURELY FASTENED IN PLACE PRIOR TO PLACING CONCRETE. <br />SSTB <br />FOOTING <br />SLAB <br />EMBEDMEMT <br />LINE <br />l e <br />30 <br />" <br /> <br />M <br />I <br />N <br />. <br />RE <br />B <br />A <br />R <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />5" <br />MIN. <br />1 3/4" MIN. <br />DIAGONAL <br />PLACE <br />IN CORNER <br />APPLICATION <br />12" MIN. FOR <br />7/8" DIA. SSTB <br />TABLE LOAD <br />FOR FULL <br />MI <br />N <br />. <br /> <br />R <br />E <br />B <br />A <br />R <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />2x <br />1 <br />e <br />+ <br />1 <br />2 <br />" <br />2x <br />1 <br />e <br />+ <br />1 <br />2 <br />" <br />MI <br />N <br />. <br /> <br />R <br />E <br />B <br />A <br />R <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />LOCATE <br />APPROX. 45° <br />FROM WALL <br />MIN. <br />5" <br />1 3/4" MIN. <br />Le <br />AS <br /> <br />R <br />E <br />Q <br />' <br />D <br />. <br />TRIMMERS AT <br />OPENINGS PER <br />TYP. DETAIL <br />SILL PLATE <br />ANCHOR BOLT PER <br />SCHEDULE BELOW <br />HD POST PER PLAN <br />HOLDOWN PER PLAN <br />EMBED LINE <br />Le <br />1" <br /> <br />C <br />L <br />R <br />. <br />EMBED LINE <br />CL <br />PAD GRADE <br />BOLT DIA. "D" <br />1/2" <br />5/8" <br />3/4" <br />7/8" <br />1" <br />1 1/8" <br />5" <br />5" <br />5" <br />6" <br />7" <br />8" <br />7" <br />7" <br />7" <br />8" <br />9" <br />10" <br />MINIMUM EMBEDMENT <br />D <br />ST <br />D <br />. <br /> <br />H <br />E <br />X <br /> <br />N <br />U <br />T <br />STD. HEX HEAD <br />IN <br />T <br />O <br /> <br />C <br />O <br />N <br />C <br />. <br /> <br />O <br />R <br /> <br />M <br />A <br />S <br />. <br />EM <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />4 D <br />ST <br />D <br />. <br /> <br />H <br />E <br />X <br /> <br />N <br />U <br />T <br />3DD <br />"J" BOLTSA <br />ALL MATERIALS <br />ATTACHMENT OF <br />EXTENSION FOR <br />ADEQUATE THRD. <br />IN <br />T <br />O <br /> <br />C <br />O <br />N <br />C <br />. <br /> <br />O <br />R <br /> <br />M <br />A <br />S <br />. <br />EM <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />ALL MATERIALS <br />ATTACHMENT OF <br />EXTENSION FOR <br />ADEQUATE THRD. <br />VERT. ANCHOR BOLTS HORIZ. ANCHOR BOLTS <br />HEADED BOLTSB <br />ON PLANS/DETAILS <br />USE "J" BOLTS U.O.N. <br />NOTE: <br />TYP. ANCHOR BOLTS <br />SEE PLAN FOR SHEATHING THICKNESS, <br />GRADE AND NAILING <br />1'-4" MIN. <br />PANEL JOINT <br />STAGGERED <br />4'-0" MIN, PANEL <br />EDGE NAILING (E.N.) <br />AT DIAPHRAGM EDGES <br />FIELD NAILING (F.N.) AT <br />INTERMEDIATE SUPPORTS <br />4'-0" SHEATHING <br />PANELS <br />BEAM <br />PER PLAN <br />EDGE NAILING (E.N.) AT <br />CONTINUOUS PANEL EDGES <br />WHERE BLOCKING OF <br />PANEL EDGES IS REQUIRED <br />EDGE NAILING (E.N.) AT <br />STAGGERED PANEL EDGES <br />JOISTS OR RAFTERS <br />PER PLAN <br />SEE PLAN FOR DIAPHRAGM <br />AREAS WITH BLOCKED <br />PANEL EDGES <br />3 <br /> <br />8 <br />1 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <br />GA <br />R <br />A <br />G <br />E <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />81 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <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 />3 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @rsi.plans <br />www.ramirezstructural.com <br />REVISION DESCRIPTION DATE <br />A <br />B <br />C <br />PROJECT NO.24-347 <br />DATE:8/1/24 <br />RAMIREZ <br />STRUCTURAL INC <br />TYPICAL <br />DETAILS <br />S3.1 <br />816 N Towner St #2 <br />9/23/2024