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1 W <br />SCALE: NTS. <br />EXT. WALL ELEVATION (FOR SHEARWALL, SEE SHEARWALL DETAIL) <br />2 MIN. DIM. OF HEADER FOR NON-LOAD BRG. WALL <br />NOTES: <br />1. HEADER SCHEDULE SHALL NOT BE USED AT LOCATION WHERE HEADERS SUPPORT <br />OTHER STRUCTURAL ELEMENTS SUCH AS BRG. WALLS, BEAMS, OR POSTS. <br />2.SPANS OVER 12' TO BE SPECIFICALLY SHOWN ON THE PLANS. <br />3.(2)2X OR (3)2X MAY BE USED IN-LIEU OF 4X & 6X MEMEBERS RESPECTIVELY. <br />W <br />SCALE: NTS.3 W <br />SCALE: NTS. POST SPLICE CONNE. DETAIL <br />POST SEE PLAN <br />SIMPSON A34 W/ SDS <br />SCREW EA. SIDE <br />JOIST SEE PLAN <br />FOR DIRECTION <br />POST SEE PLAN <br />(2)2x TOP PLATE <br />PROVIDE SOLID BRG. <br />UNDER POST/JACK STUD <br />SILL PLATE <br />2x STUD WHERE OCCUR <br />2x STUD WHERE OCCUR <br />SIMPSON A34 <br />OPTION I <br />NOTE: <br />1. NAILS CONNECTING SIMPSON DTC CLIP TO JOIST SHALL BE HAMMERED NEARLY FLUSH, NOT COMPLETELY <br />FLUSH. NAILS CONNECTING SIMPSON DTC CLIP TO TOP PLATE SHALL BE HAMMERED FLSUH. <br />2. AT CONTRACTOR'S OPTION PROVIDE (1)2x TOP PLATE AND (1)1x TOP PLATE IN LIEU OF (2)2x TOP PLATES. <br />GAP SHALL BE GREATER THE 1/2" BUT LESS THAN OR EQUAL TO 1 IN. <br />3. 2x BLK'G AT PLYWOOD JOINTS OR WHERE WALL EXCEEDS 10'-0" IN HEIGHT <br />SIMPSON DTC <br />NON-LOAD BRG. PARTITIONS CONNE. <br />16d@48" O.C. <br />4 W <br />SCALE: NTS. <br />SHEATHING <br />PER PLAN <br />NON-LOAD BRG. <br />STUD WALL <br />(2) 2 X SILL PLATE <br />OR 3X SILL PLATE <br />(2)2x TOP PLATE <br />SEE NOTE #2 <br />16d@48" O.C. <br />SHEATHING <br />PER PLAN <br />NON-LOAD BRG. <br />STUD WALL <br />(2) 2 X SILL PLATE <br />OR 3X SILL PLATE <br />(2)2x TOP PLATE <br />SEE NOTE #2 <br />SIMPSON "DTC" <br />CLIP @48"OC w/ (4)8d <br />NAILS TO BASE AND <br />(2)8d NAILS TO JOIST <br />SEE NOTE 1 <br />10d@4" O.C. <br />AT BLK'G <br />PROVIDE 2x BLK'G <br />(DEPTH TO SUIT) <br />BTWN. WOOD <br />JOISTS @48" O.C. <br />(MAX.) <br />2x STUD SEE <br />ARCH. <br />FOR SIZE AND <br />SPACING <br />2x STUD SEE ARCH. <br />FOR SIZE AND SPACING <br />1" <br /> <br />C <br />L <br />R <br />. <br />1" <br /> <br />C <br />L <br />R <br />. <br />NON-LOAD BRG. PARTITIONS CONNE.5 W <br />SCALE: NTS. <br />NOTE: <br />1. AT CONTRACTOR'S OPTION PROVIDE <br />(1)2x TOP PLATE AND (1)1x TOP PLATE IN <br />LIEU OF (2)2x TOP PLATES. GAP SHALL BE <br />GREATER THE 1/2" BUT LESS THAN OR <br />EQUAL TO 1 IN. <br />2. 2x BLK'G AT PLYWOOD JOINTS OR <br />WHERE WALL EXCEEDS 10'-0" IN HEIGHT <br />3. INSTALL SDPW PER SIMPSON <br />RECOMMENDATION. <br />OPTION II <br />16d@48" O.C. <br />SHEATHING <br />PER PLAN <br />NON-LOAD BRG. <br />STUD WALL <br />(2) 2 X SILL PLATE <br />OR 3X SILL PLATE <br />16d@48" O.C. <br />SHEATHING <br />PER PLAN <br />NON-LOAD BRG. STUD WALL (2) 2 X SILL PLATE <br />OR 3X SILL PLATE <br />SIMPSON SDPW <br />SCREW @ 48" O.C. <br />PROVIDE 2x BLK'G W/ <br />(3)10d FROM PLYWOOD <br />2x STUD SEE <br />ARCH. <br />FOR SIZE AND <br />SPACING <br />(2)2x TOP PLATE1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br /> 3 <br />/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />. <br />GA <br />P <br />34" OFFSET <br />WHERE NON-BRG. STUD WALL <br />OCCURS ABV. ONLY, PROVIDE <br />2X6@48" O.C. IN LIEU OF 2X BLOCK <br />NON-LOAD BRG. STUD <br />WALL <br />SIMPSON SDPW <br />SCREW @ 48" O.C. <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br /> 3 <br />/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />. <br />GA <br />P <br />34" OFFSET <br />3/ <br />4 <br />" <br /> <br />M <br />I <br />N <br />. <br />SHEATHING <br />PER PLAN <br />(2)2x TOP PLATE OR <br />(1)2x + (1)1x TOP <br />PLATES <br />SIMPSON SDPW SCREW USE SDPW19600 <br />FOR (2)2x TOP PLATES AND SDPW14600 <br />FOR (1)2x + (1)1x TOP PLATES <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br /> 3 <br />/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />. <br />GA <br />P <br />34" OFFSET <br />3/ <br />4 <br />" <br /> <br />M <br />I <br />N <br />. <br />3/8" PRE-DRILLED <br />HOLE THROUGH <br />TOP PLATES ONLY <br />SUPPORTING <br />MEMBER <br />OVERHEAD <br />10 <br />" <br />SIMPSON THDB62100H SIMPSON HOLDOWNSIMPSON LSTHSIMPSON A35 SIMPSON CCQANCHOR ROD <br />1" MIN. <br />THREAD <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />BP/BPS 5/8" <br />(3"x3"x1/4") <br />SIMPSON CBSIMPSON A34 <br />NOTE: <br />1. FOR CLARITY, ONLY TYPICAL CONNECTIONS ARE SHOWN <br />*NOT MORE THAN SPECIFIED SPACING FOR ANCHOR ROD ON SHEAR WALL SCHEDULE. <br />2. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART <br />MEASURED VERTICALLY FROM EITHER END OF THE STUD. 2x BLKG SHALL BE PROVIDED AT PLYWD JOINTS FOR ALL WALLS. <br />3. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16"LARGER THAN THE BOLT DIAMETER <br />AND A SOLT LENGTH NOT TO EXEED 1-3/4",PROVIDED THAT A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. <br />4. FOR THE BALANCE OF NAILING, SEE CBC TABLE 2304.10.1 ON SHEETS S0 SERIES. <br />4 1/2" MIN. 12" MAX. <br />TYP. AT ALL <br />DISCONTINUOUS <br />SILL PLATES* <br />TYP. DBL TOP PLATE FACE <br />NAILING 16d@16" O.C. <br />(4)16d AT CORNERS <br />PARTITIONS, TYP. <br />(3)8d COMMON <br />TOENAIL EA. JOIST <br />FLOOR OR ROOF SHEATHING <br />SEE PLAN <br />BLK'G OR <br />CONTINUOUS RIM JOIST (4)8d COMMON <br />TOENAIL <br />16d@12"OC AT <br />CORNER STUDS <br />CORNER STUDS <br />PER TYP. DETAIL <br />TYP. EXT. SHEATHING W/ EN. @ 6" O.C. <br />& FINAL @ 12" O.C., UNO <br />DOUBLE 2x JACK STUD & KING STUDS <br />FOR SPANS GREATER THAN 6'-0" <br />2x STUDS @ 16"OC <br />UNO <br />16d @ 12"OC AT DBL <br />KING STUD & JACK STUD <br />SEE NOTE 2 <br />DOUBLE 2x SILL FOR <br />OPNG. OVER 6'-0"PL. SPLICE POST <br />POST CAP SEE PLAN <br />SIMPSON A35, SHEAR TRANSFER CLIPS OR <br />NAILING SEE PLAN & SHEARWALL TABLE <br />(2)2x TOP PLATE <br />8x <br />D <br />A <br />MI <br />N <br />. <br />4' MAX. UNO <br />L<8'-1" <br />SIMPSON A34 EA. END <br />SIMPSON A34 EA. ENDPL. SPLICE <br />4'-0" MIN. <br />SIMPSON A34 <br />EACH END <br />C.L. SPLICE AT <br />UPPER PLATE <br />C.L. SPLICE AT <br />LOWER PLATE SIMPSON MSTA 49 EA. SIDE <br />(2) SIMPSON <br />MSTA49 (2)16d EA. SIDE OF SPLICE <br />THDB62100H <br />BP/BPS <br />5/8-3 <br />SIMPSON A34 <br />FOUNDATION <br />ATTACH JACK STUD TO KING STUD <br />W/ 16d@12" OC STAGGERED, TYP. <br />SIMPSON A34 <br />EACH END <br />SIMPSON A34 <br />EACH END <br />SIMPSON CB <br />SIMPSON A34 <br />SIMPSON A34 <br />W/ SD SCREW <br />2x WINDOW SILL WHERE <br />OCCURS (2)2x SILL AT <br />OPNG. WIDER THAN 4'-0") <br />2x WINDOW SILL WHERE OCCURS (2)2x <br />SILL AT OPNG. WIDER THAN 4'-0") <br />SIMPSON A35 <br />SOLID BLOCKING <br />UNDER ABOVE POSTS <br />SOLID BLOCKING <br />UNDER ABOVE BEAMSSOLID BLK'G UNDER <br />ABV. POSTS <br />(2)10d TOE NAILS <br />(ADD SIMPSON A34 <br />AT OPENING WIDER <br />THAN 6'-0") <br />SIMPSON A34 W/ <br />SD SCREW,TYP.4 1/2" MIN. <br />12" MAX.* <br />4 1/2" MIN. <br />12" MAX.*4 1/2" MIN. 12" MAX. <br />TYP. AT ALL <br />DISCONTINUOUS <br />SILL PLATES* <br />4 1/2" MIN. 12" MAX. <br />TYP. AT ALL <br />DISCONTINUOUS <br />SILL PLATES* <br />SIMPSON A34 <br />SIMPSON A35 <br />4 1/2" MIN. 12" MAX. <br />TYP. AT ALL <br />DISCONTINUOUS <br />SILL PLATES* <br />PROVIDE STUD <br />BELOW SPLICE <br />PROVIDE STUD <br />BELOW SPLICE <br />OPENING <br />OPENING <br />OPENING OPENING OPENING <br />(4) 16d COMMON <br />NAILS, TYP. <br />SIMPSON MSTA49 ON EACH JACK <br />STUD UNO PER <br />PLAN(TYP.) <br />TYPICAL <br />(2)16d END NAILS <br />2x PLATE <br />W/(4)16d <br />2x BLK'G <br />W/(2)16d <br />HEADER SCHEDULE (SEE NOTES BELOW) UNLESS NOTED OTHERWISE ON PLANS <br />OPG. WIDTH MIN. HEADER SIZE MIN. NUM. OF FULL HEIGHT STUD MIN. NUM. OF JACK STUDNON-BRG. INT. WALL <br />≤4'-0"4x4/4x6 FLAT 2 2 <br />4'-0"≤W≤6'-0"4x6/6x6 2 2 <br />6'-0"≤W≤8'-0"4x8/6x8 2 2 <br />8'-0"≤W≤10'-0"4x10/6x10 3 3 <br />10'-0"≤W≤12'-0"4x12/6x12 3 3 <br />BEAM PER PLAN <br />PROJECT <br />CLIENT <br />0' 2' 4' 8' 16' <br />SHEET TITLE <br />1011 W 2ND ST, SANTA ANA, <br />CA 92703 <br />JUAN GARSIA <br />SAZAN INC. <br />2610 Vista Del Oro, Newport Beach, CA 92660 <br />S1.22 <br />TYPICAL WALL DETAILS <br />DATE. 12/21/2023 <br />EXP. 06-30-2024 <br />   <br /> <br />  <br /><br />  <br />1011 W Second St <br />5/1/2025