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CITY OF SANTA ANA <br />Planning and Building Agency <br />PLYWOOD PLYWOOD SHEATHING <br />SHEATHING PER PER SCHEDULE <br />SCHEDULE <br />HOLDOWN P PER SCHEDULE <br />HOEDOWN POST I L U <br />PER SCHED. LF.� <br />E.N. <br />E <br />HOLDOWN <br />SCHEDULE <br />PLYWOOD JI ILn II m4u <br />PER SCHEDULE <br />N nncr <br />�E[ <br />HOLD-DOWNS AT DIFF. WALL CONDITIONS <br />NTS <br />HOLDOWN TYPE PER <br />SCHEDULE <br />EDGE NAILING (E.N.) <br />SEE SCHEDULE <br />FIELD NAILING (F.N.) <br />SEE SCHEDULE <br />r P PLA1 <br />STUD @ PLYWOOD <br />EDGE, SEE SCHEDULE <br />(TYP.) <br />SOLID BLK'G AT ALL <br />PLYWOOD EDGES TO <br />MATCH STUD SIZE. <br />U.N.O. SEE SCHEDULE <br />SEE PLAN & SCHEDULE <br />FOR STUDS SIZE & <br />SPACING <br />PLYWOOD PANEL SEE PLANS <br />OR SCHEDULE FOR THICKNESS <br />(STAGGER JOINTS) <br />EDGE NAILING (E.N.) <br />SEE SCHEDULE <br />P.T. SILL PLATE <br />SEE REFERENCED SECTIONS & <br />SHEAR WALL SCHEDULE FOR <br />SILL PLATE & ANCHORAGE <br />SHEAR AL SCHEDULE <br />NO. OF <br />NAILING <br />SILL PLATE ATTACHMENT U.N.O. 70 <br />ALLOWABLE <br />SHEAR FOR <br />MARK <br />MATERIAL <br />SIDES <br />SHEAR <br />CLIPS <br />SEISMIC WIND <br />REMARKS <br />EDGE <br />FIELD <br />FRAMED FLOOR <br />5O FOUNDATION <br />(E.N.) <br />(F.N.) <br />O09 <br />(A307 BOLTS) <br />(#/FT) <br />15/32" STRUCT-1 PLYWD <br />1 <br />10d @ 6" O.C. <br />10d @ 12" O.C. <br />16" O.C. <br />1/4' DIA. x 7" LAG <br />5/8"0 A.B. <br />255 <br />�® <br />(PI 32/16) 5—PLY <br />@ 24 O.C. <br />@ 48 O.C. <br />15/32" STRUCT-1 PLYWD <br />1 <br />10d @ 4" O.C. <br />10d @ 12" O.C. <br />8" O.C. <br />1/4" DIA. x 7" LAG <br />5/8"0 A.B. <br />380 <br />OOO® <br />(PI 32/16) 5—PLY <br />@ 16 O.C. <br />@ 32 O.C. <br />15/32" STRUCT-1 PLYWD <br />1 <br />10d @ 3" O.C. <br />10d @ 12" O.C. <br />8" O.C. <br />1/4" DIA. x 7" LAG <br />5/8"0 A.B. <br />500 <br />O©0® <br />(PI 32/16) 5—PLY <br />@ 12 O.C. <br />@ 24 O.C. <br />Q15/32" <br />STRUCT-1 PLYWD <br />1 <br />10d @ 2" O.C. <br />10d @ 12" O.C. <br />8" O.C. <br />1/4" DIA. x 7" LAG <br />5/8" 0 A.B. <br />650 <br />0 (2) Q3 ® © <br />4 <br />(PI 32/16) 5—PLY <br />@ 9 O.C. <br />@ 16 O.C. <br />15/32" STRUCT-1 PLYWD <br />2 <br />10d @ 4" O.C. <br />10d @ 12" O.C. <br />8" 0.C. <br />1/4" DIA. x 7" LAG <br />5/8"0 A.B. <br />765 <br />OOO® <br />(PI 32/16) 5—PLY <br />@ 9 O.C. <br />@ 24 O.C. <br />15/32" STRUCT-1 PLYWD <br />(PI 32/16) 5—PLY <br />2 <br />10d @ 3° O.C. <br />10d @ 12" O.C. <br />8" O.C. <br />1/4" DIA. ,x 7" LAG <br />@ 9 O.C. <br />5/8 "0 A.B. <br />@ 12" O.C. <br />1030©�®© <br />15/32" STRUCT-1 PLYWD <br />2 <br />10d @ 2" O.C. <br />10d @ 12" O.C. <br />8" O.C. <br />1/4" DIA. ,,x 7" LAG <br />5/8" 0 A.B. <br />1305©� <br />(PI 32/16) 5—PLY <br />@ 9 O.0 . <br />@ 12' O.C. <br />HOLDOWN SCHEDULE <br />HOLD—DOWN <br />TYPE <br />»A" <br />1 /4x2.5 SIDS <br />THREADED BOLT <br />FASTENER <br />"D" <br />HOLDOWN SUBSTITUTE "E" <br />(ONLY BETWEENDETAIL FLOORS) <br />"B" <br />°C� <br />SIDS SIZE <br />CITY10 <br />2❑ <br />HDU2 <br />NO. PER MANUF. <br />5/8" DIA. <br />12" <br />1/42.5 <br />6 <br />44 <br />MST48 <br />® <br />HDU4 <br />NO. PER MANUF. <br />5/8" DIA. <br />16" <br />1/42.5 <br />10 <br />44 <br />MST60 <br />[5 <br />HDU5 <br />NO. PER MANUF. <br />5/8" DIA. <br />20" <br />1/42.5 <br />14 <br />44 <br />MST72 <br />HDU8 <br />NO. PER MANUF. <br />7/8" DIA <br />24" <br />1/42.5 <br />20 <br />46 <br />11 <br />HDU11 <br />NO. PER MANUF. <br />1" DIA <br />24" <br />1/42.5 <br />30 <br />46 <br />14 <br />HDU14 <br />NO. PER MANUF. <br />1" DIA <br />24" <br />1/42.5 <br />36 <br />4x8/6x6 <br />HOLDOWN NOTES: <br />10 PROVIDE MIN. POST SIZE AS INDICATED, INCREASE SIZE TO MATCH WALL THICKNESS. <br />(2) FOR HDU11 & HDU14, ADD 1—#5 TOP & BOTTOM TO THE FOOTING REINFORCEMENT. <br />PLATE WASHER SCHEDULE <br />BOLT SIZE (INCHES) <br />PLATE WASHER SIZE (INCHES) <br />1/2 <br />5/16x3x3 <br />5/8 <br />5/16 x 3 x 3 <br />3/4 <br />3/8x3x3 <br />7/8 <br />3/8 x 3 x 3 <br />1 <br />3/8 x 3-1/2 x 3-1/2 <br />TYP. SHEAR WALL SCHEDULE AND DETAIL FOR 2-STOREY <br />SIMPSON STRAP <br />PER PLAN <br />TOP PLATES <br />PER PLAN <br />l I A I Cnl I A I <br />OTE: <br />TRAP MAY BE INSTALLED <br />T SIDE OF TOP PLATES <br />ND BEAM <br />SIMPSON STRAP <br />PER PLAN <br />TOP PLATES <br />DRAG DROP BEAM/FLUSH BEAM <br />48' TYP. 481 <br />2 SHEAR WALL PENETRATIONS <br />SHEAR WALL & HOLD-DOWN <br />NTS <br />4 1/2" SQ. TO 9" SQ. BLK'G A <br />E.N. REQ'D <br />TES: <br />OLES UP TO 4 1/2" SO. DO NOT <br />)UIRE BLK'G & E.N. <br />OLES FORM 4 1/2" SQ. TO 9" SQ. <br />)UIRE BLK'G & E.N. <br />OLES LARGER THAN 9" SQ. ARE <br />T ALLOWED <br />OLE SIZE INCLUDES THE LENGHT <br />THE OVERCUT <br />AX. ACCUMULATED LENGHT OF <br />-NINGS SHALL NOT EXCEED 20 <br />RCEN OF THE WALL LENGHT <br />ECOMMEND CIRCULAR BORED HOLES <br />NOTE: <br />SHEARWALLS W/ PLYWOOD <br />ON BOTH SIDES PROVIDE <br />STRAPS EA. SIDE OF WALL <br />WINDOW <br />OPENING <br />NOTES: <br />1. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" (INCH) NOMINAL OR THICKER (i.e. MIN 3x VERTICAL STUDS <br />AND BLOCKING). NAILS SHALL BE STAGGERED IN TWO LINES ALONG PANEL EDGES WHERE NAILS ARE SPACED 2" <br />INCHES ON CENTER OR WHEN 10d COMMON NAILS SPACED 3" O.C. PENETRATE FRAMING MINIMUM OF 1 1/2". <br />2. WHERE PLYWOOD APPLIES ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" INCHES ON <br />CENTER ON EITHER SIDE. PANEL JOINTS SHALL HAVE MIN 3x (VERTICAL STUDS & BLOCKING) AND NAILS SHALL <br />BE STAGGERED. OFFSET PANEL JOINTS TO FALL ON DIFFERENT FRAMING MEMBER WHERE PLYWOOD IS PLACED AT <br />BOTH FACES. <br />3. NAILS SHALL BE PLACED NOT LESS THAN 1/2" INCH FROM PANEL EDGES. <br />4. FOR HOLDOWNS AT THE END OF THE SHEAR WALL, SEE PLANS AND SCHEDULE. PROVIDE PLATE WASHER PER <br />STANDARD PLATE WASHER SCHEDULE AT ALL SILL PLATE ANCHOR BOLTS AND AT ALL HOLD—DOWN BOLTS <br />CONNECTED TO VERTICAL POSTS. <br />=ND POST SEE <br />SCHEDULE FOR SIZE <br />5. USE WELDED STUD BOLTS OF SAME SIZE & SPACING AS OF SILL PLATE ANCHOR BOLTS, WHERE STEEL BEAM <br />OCCURS UNDER SHEAR WALL. <br />=DGE NAILING (E.N.) <br />STAGGERED) <br />6. PROVIDE DOUBLE PARALLAM BLOCKING TO ACCOMMODATE 2 ROWS OF SIMPSON SIDS SCREWS <br />SEE SCHEDULE <br />7, FOUNDATION AND WALL SILL PLATE SHALL BE 2x. U.N.O. — USE 3 x SILL PLATE WHEN ALLOWABLE SHEAR <br />EXCEEDS 350#/FT. <br />'LATE WASHER TYP. <br />SEE STANDARD PLATE <br />8. SIMPSON SIDS 1/4'W WOOD SCREWS. TYP. USE TB1475S INTO NAILER AT STEEL BEAMS. <br />HASHER SCHEDULE <br />9. WHERE 2-2x SILL PLATES ARE USED SCREW LOWER PLATE TO FRAMING BELOW. DRILL HOLE IN UPPER SILL <br />PLATE FOR SCREW HEAD SO THAT UPPER PLATE SITS FLAT ON LOW SILL PLATE. <br />PLYWOOD SHEATHING <br />PER SHEARWALL <br />SCHEDULE <br />2x STUDS <br />SIMPSON HOLDOWN <br />SEE PLAN FOR TYPE <br />& LOCATION <br />P.T. SILL PLATE <br />ANCHOR W/ STD. PL. a- Q <br />WASHER <br />5" MIN. <br />12" MAX. <br />POST "D" PER SCHEDULE <br />EDGE NAILING <br />2x TRIMMER DAP BOLT <br />HEAD IN 2x AS REQ'D <br />"A" SIDS SCREWS OR BOLTS <br />PER MANUF. <br />THREADED BOLT "B" <br />FOOTING <br />12" X. <br />NOTE: 1 TO 1 ST A.B. <br />RE —TIGHTEN ALL BOLTS IMMEDIATELY LOCALLY DEEPEN FOOTING <br />PRIOR TO COVERING WALL. TYP @ ALL TO PROVIDE 3" CLEAR <br />SHEAR WALLS. COVER BELOW BOLT AS <br />1'-6" MIN. - Q REQUIRED <br />J <br />U <br />C HOLD-DOWN TO FOUNDATION <br />W/ RAISED FLOOR <br />PROVIDE BLOCKED PLYWOOD W/ <br />BOUNDARY NAILINGS AROUND & <br />DOOR WINDOW OPENINGS AND <br />ON KING POSTS TYP. <br />PROVIDE 4x MST 27 STRAP EACH <br />BLOCKING AT /� SIDE OF DOOR OPENIN <br />STRAP LOC'N TYP. / I <br />DOOR <br />OPENING <br />RADIUS CORNER CUTS (TO REDUCE MST 27 STRAP EACH POST AND HOLDOWN <br />?ESS CONCENTRATIONS) SIDE AT TOP & BOTTOM PER PLAN EA END <br />OF WINDOW OPENING <br />FOR SHEAR WALL SHEATHING AND NAILING REFER TO DETAIL 8&8B/S4.0 <br />('31 PERFORATED SHEAR WALL ELEVATION <br />T( <br />JIVLlJ VY IV V.V. <br />4'-0" MIN. LAP W 12-16d EQUALLY <br />4 1 TYP. TOP PLATES SPLICE DETAIL <br />g <br />EQUAL <br />DOUBLE TOP <br />PLATE <br />c� <br />w <br />CLJ <br />w <br />4x BLOCKING - <br />SHEAR WALL <br />BOUNDARY POST <br />DRAG STRUT CONNECTION <br />(B.N.) EDGES <br />�a <br />EQUAL <br />PER SOARAP3 <br />A <br />al <br />Engineering <br />15041 Genoa Cir, <br />M a s I' I Huntinggton Beach, CA 92647 <br />' T: (714) 519-5027 <br />E: atefg®fastructural.com <br />www.fastructural.com <br />ZHEADER P R Date: <br />PLAN <br />TRIMMER S <br />_._. _ ........ 33 (F.N.) <br />'WOOD PANEL. <br />PLAN FOR <br />'KNESS <br />BLKG. AT EA. <br />IEL EDGE (SEE <br />INDATION PLAN) <br />E NAILING (E.N.) AT <br />EDGES OF PLYWOOD <br />ATHING <br />TINUOUS EDGE <br />.ING (E.N.) <br />;E GRAIN TYP. <br />NOTE: <br />ROOF DIAPHRAGM IS NOT BLOCKED. <br />;ED USE 3x BLOCKING ON FLOOR DIAPHRAGM <br />ONLY WHERE T&G SHEATHING IS NOT USED <br />S <br />NOTES: <br />1. PROVIDE NAIL SIZE AND SPACING AS NOTED ON PLANS. <br />2. ALL PLYWOOD END JOINTS SHALL BE STAGGERED 21 MIN AS INDICATED. <br />3. LONG DIMENSION OF PLYWOOD SHEATHING SHALL BE LAID PERPENDICULAR TO JOIST. <br />4. PROVIDE MIN. 1/2" EDGE DISTANCE FOR PLYWOOD EDGE NAILING. <br />5. USE TONGUE AND GROOVE PLYWOOD AT ALL UNBLOCKED FLOOR. U.N.O. 6. NAILS TO <br />BE OVER—DRIVED THRU PLYWOOD TOP LAYER. <br />7. PROVIDE 1/16" GAP BETWEEN PLYWOOD SHEATHING. <br />8. REPLACE PLYWOOD W/ OSB WITH SAME GRADE, THICKNESS AND EXPOSURE. <br />5 1 TYP. FLOOR AND ROOF SHEATHING <br />7 <br />NO.84252 <br />s Z <br />tisU� �IIMa� <br />Project Name <br />z <br />Q <br />N <br />W <br />� <br />z <br />r <br />00 <br />O <br />0 <br />Q <br />-� <br />1 <br />J <br />C) <br />Q <br />0W <br />0 <br />U <br />Qz <br />0 <br />Lu <br />> <br />—1 <br />0 <br />0 <br />+1 <br />_ <br />J <br />0 <br />N <br />C) <br />z <br />Q <br />Project ID <br />01-23 <br />Drawing Title <br />u� <br />J <br />W <br />0 <br />J <br />J <br />a <br />oc <br />a <br />w <br />DATE <br />R-2 <br />05-14-2025 <br />R-1 <br />11-07-2024 <br />R-0 <br />08-16-2024 <br />Rev. <br />Desciption <br />Date <br />Drawing No. <br />S-400 <br />