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NTS <br />TYP WALL AND OPENING FRAMING5 <br />NTS <br />DETAIL13 <br />NTS <br />STUD HANGER/STRUT/BRACE TO STRUCTURE11 <br />NTS7 <br />NTS <br />DETAIL15 <br />NTS <br />PLYWOOD SHEARWALL DETAILS4 <br />NTS16 <br />CEILING JOIST DETAIL <br />DETAIL <br />NTS12DETAIL <br />NTS3PLYWOOD SHEARWALL DETAILS <br /> <br /> <br />NOTES : <br />1.STRUCTURAL WALL SHEATHING SHALL BE AS SPECIFIED IN THE TYPICAL FRAMING NOTES. INTERMEDIATE NAILING SHALL BE 10d @ 12"OC (UNO). <br />2.THE FOUNDATION SILL PLATE AND FRAMING AT ADJOINING PANEL EDGES SHALL BE 3X MIN AND NAILS SHALL BE STAGGERED WHERE SHEARWALL CAPACITY INDICATED ABOVE EXCEEDS 350 PLF. <br />3.WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT <br />FRAMING MEMBERS OR FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. <br />4.ALL PANEL EDGES SHALL BE BLOCKED (2x OR 3x, SEE NOTE 2 ABOVE) <br />5.USE OF MACHINE NAILING IS SUBJECT TO APPROVAL BY THE PROJECT STRUCTURAL ENGINEER. WITH APPROVAL, MACHINE NAILING IS SUBJECT TO THE DEMONSTRATION OF CONTINUOUS <br />SATISFACTORY JOBSITE PERFORMANCE. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER, OR IF MINIMUM EDGE DISTANCES ARE NOT <br />MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. <br />6.NO PANEL LESS THAN 12 INCHES WIDE SHALL BE USED IN VERTICAL PLYWOOD SHEAR WALLS. <br />7.ALL SILL BOLTS SHALL HAVE A PLATE WASHER UNDER NUT. SEE DETAIL BELOW. <br />8.A.B. SHALL BE LOCATED NOT MORE THAN 12" & NOT LESS THAN 4" FROM END OF WOOD SILL. <br />9.NAILING SHALL BE COMMON OR GALVANIZED (HOT-DIPPED OR TUMBLED) BOX. <br />10.PLYWOOD E.N. & S.N. SHALL BE STAGGERED. <br />11.FOUNDATION SILL PLATES ARE THOSE PLACED AGAINST CONCRETE & RECEIVING SILL BOLTING. <br />3" <br />MIN <br />PLATE WASHER <br />BOLT DIAMETER @ 2X4 WALL @ 2x6 WALL <br />3/4"3" x 3" x 1/4"4 1/2" x 3" x 1/4" <br />SHEAR WALL PLATE WASHER: <br />FOR PLATE WASHERS AT SILL PLATES SEE DETAIL BELOW. <br />HOLES IN PLATE WASHERS SHALL BE PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER <br />THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1-3/4" GIVEN THAT A STANDARD CUT WASHER IS <br />PLACED BETWEEN THE PLATE WASHER AND THE NUT. <br />1/2" MAX <br />TYP. <br />PLAN VIEW <br />MARK PLYWOOD OR OSB <br />SHEATHING <br />EDGE <br />NAILING (E.N.) <br />SILL NAILING (S.N.)FOUNDATION <br />SILL PL <br />OTHER <br />SILL PLs TOP PL REMARKS CAPACITY <br />(ASD) <br />15/32" STRUCT 1 10d @ 6"O/C 16d @ 6"O/C OR <br />SDS 1/4"x4-1/2" @ 1'O/C @ 48"O/C 2X 2X (2) 2X 340 PLF <br />15/32" STRUCT 1 10d @ 4"O/C 16d @ 4"O/C OR <br />SDS 1/4"x4-1/2" @ 9"O/C @ 48"O/C 3X 3X (2) 2X 510 PLF <br />15/32" STRUCT 1 10d @ 3"O/C 16d @ 3"O/C OR <br />SDS 1/4"x4-1/2" @ 6"O/C @ 32"O/C 3X 3X (2) 2X 3X STUD @ ADJOINING <br />PANEL EDGES 665 PLF <br />15/32" STRUCT 1 10d @ 2"O/C 16d @ 2"O/C OR <br />SDS 1/4"x4-1/2" @ 4"O/C @ 24"O/C 3X 3X (2) 2X 3X STUD @ ADJOINING <br />PANEL EDGES 870 PLF <br />15/32" STRUCT 1 <br />TWO SIDES 10d @ 3"O/C SDS 1/4"x4-1/2" @ 3"O/C @ 16"O/C 3X 3X 4X OVER 2X 3X STUD @ ADJOINING <br />PANEL EDGES 1330 PLF <br />SHEARWALL SCHEDULE <br />SILL BOLTING (SB) 3/4"Ø <br />(7" CONC EMBED) <br />E <br />D <br />C <br />B <br />A <br />3X STUD @ ADJOINING <br />PANEL EDGES <br />EQ <br />(2" MIN FROM EDGE OF CONC.) <br />SEE FOR <br />ADDITIONAL INFO. <br />16" TYP <br />(11) 10d <br />(3) 16D @ INTERSECTION OF 6" <br />WALL & LARGER <br />2 BAYS OF 3X BLKG @ <br />STRAP LOCATIONS, TYP <br />(2)TRIMMERS TO SILL PLATE <br />SAME WIDTH AS WALL STUDS <br />(S) CS16 STRAPX48" W/ (22) 10D. <br />INSTALL OVER PLYWD WHERE <br />NOTED ON PLAN @ SHEARWALL <br />LOCATIONS <br />2X BLK'G <br />3 LOCATIONS MIN. <br />(48" O/C MAX) <br />(TYP) <br />DBL PL @ SPANS GREATER THAN <br />4' 0" <br />PROVIDED @ WINDOW <br />LOCATIONS, TYP <br />NOTE: STUD SPACING = 16" O/C <br />NAILING = <br />SEE SHEARWALL NAILING <br />SCHEDULE ON DETAIL <br />HEADER NOTES: <br />1.SOLID HEADERS MAY BE USED W/ SAME THICKNESS <br />& DEPTH AS BUILT UP HEADERS STATED ABOVE <br />2.WHERE DISCREPANCIES BETWEEN THE BEARING <br />WALL HEADER SCHEDULE AND DRAWINGS OCCURS, <br />DRAWINGS TAKE PRECEDENCE <br />SILL PLATE <br />(PTDF WHERE IN COTACT W/ CONCRETE) <br />SILL BOLTS SHALL BE 3/4 "Ø A307 @ <br />48" O/C MAX W/ 7" EMBED IN TO CONC. <br />PLACE BOLTS TO MISS STUDS. <br />HOLDOWN WHERE OCCURS <br />PROVIDE: <br />(2) 2X STUDS, UP TO 10'-0" <br />WIDE OPENING <br />(3) 2X STUDS, OVER 10'-0" <br />WIDE OPENING <br />INTERNAIL STUDS W/ 16d @ <br />12" O/C STAGG. AT <br />HOLDOWN PROVIDE 16d @ <br />6"O/C STAGG. <br />HEADER PER SCHEDULE, <br />SHOWN BELOW <br />(2) 16D EA END/EA PIECE <br />TOP & BOTT, TYP <br />FULL HEIGHT HOLDOWN POST <br />WHERE OCCURS, SEE PLAN IF <br />REQD <br />CENTER STUD & JOIST <br />(2) (S) A35 FOR OPENING OVER 6' 0" <br />WIDE (TOP & BOTT) <br />AT TRUSSES OR JOISTS DEEPER THAN 12" ALIGN <br />STUD DIRECTLY BELOW. <br />TYPICAL CONDITION <br />@ CORNER PLATE LAP <br />LAP TOP PL 48" MIN <br />(18) 16d @ TOP PL <br />NON-BEARING <br />PARTITION HEADERS <br />SPAN 2X6 STUD <br />WALL <br />UP TO 8' 0"(3) 2X6 <br />8' 1" TO 10' 0"(3) 2X8 <br />10' 1" TO 12' 0"(3) 2X10 <br />BEARING WALL HEADERS <br />SPAN 2X6 STUD <br />WALL <br />UP TO 3' 6"6x6 <br />3' 7" TO 9' 0"6x10 <br />PROVIDE MIN 16d @ 16"OC <br />BETWEEN LAPPED TOP PL <br />A35 @ TOP & BOT. TYP. @ HEADER <br />9 <br />- <br />5 <br />- <br />TOP PL 'SFIELD NAILING-TYP <br />EDGE NAILING FULL HT OF <br />HOLDOWN STUD <br />HOLDOWN PER PLANS <br />SILL BOLTING PER SHR WALL <br />SCHEDULE <br />PROVIDE E.N. FULL HT <br />THRU-STUD <br />STRAP & BLKG <br />PER NOTE #4 <br />EDGE NAIL AROUND ALL <br />OPENINGS- SEE NOTE #4 <br />EDGE STUDS & BLKG PER NOTE #2 <br />EDGE NAIL PERIMETER OF EACH <br />SHEET <br />SEE NOTE <br />#7 <br />ST <br />A <br />G <br />G <br />E <br />R <br />PL <br />Y <br />W <br />D <br /> <br />P <br />N <br />L <br />S <br />16 <br />" <br />MI <br />N <br />16" <br />MIN <br />NOTES: <br />1.NAIL EDGE DISTANCE SHALL BE 3/8' FROM EDGE OF PLYWOOD AND EDGE OF 2x STUDS AND BLOCKING. <br />2.PROVIDE EDGE STUDS AND BLOCKING PER SHEAR WALL SCHEDULE. <br />3.NAIL EDGE DISTANCE SHALL BE 5/8" FROM EDGE OF PLYWOOD AND EDGE OF 3x STUDS AND BLOCKING. <br />4.PROVIDE EDGE NAILING AROUND ALL OPENINGS. WHERE OPENING WIDTH EXCEEDS ONE STUD SPACE, PROVIDE <br />CS150 COILED STRAP EACH SIDE OF OPENING WITH 10d @ 4" O/C. STRAP LENGTH SHALL EQUAL OPENING WIDTH/3 <br />WITH STRAP CENTER AT JAMB STUD. STRAP LENGTH NEED NOT EXCEED 8'-0" AND MAY BE OMITTED AT CORNER <br />(END OF WALL) COND'N. WHERE NON-CONT HEADERS OCCUR AT ADJACENT OPENINGS PROVIDE CS150 ACROSS <br />HEADERS WITH LENGTH BASED ON LARGER OPENING (STRAP NOT REQ'D AT CONTINUOUS HEADERS). <br />5.MACHINE APPLIED NAILING IS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. <br />6.ALL DEFECTIVE NAILING SHALL BE REMOVED AND REPLACED BY SOUND NAILING. <br />7.PROVIDE FULL HEIGHT EDGE NAILING WHERE POST OR STEEL COLUMN WITH NAILERS OCCURS WITHIN WALL. <br />NTS <br />SHEARWALL SCHEDULE 9 <br />NTS14DETAIL <br />E.N. <br />NOTES: <br />1.PLACE FACE GRAIN OR PLYWOOD PERPENDICULAR TO FRAMING UNLESS NOTED OTHERWISE. <br />2.NAIL EDGE DISTANCE SHALL BE 3/8" FROM EDGE OF PLYWOOD & 2x FRAMING MBR (3/4" @ 3x OR 4x FRAMING MBR). <br />3.WHERE BLKG IS SPECIFIED ON PLANS THE FOLLOWING MAY BE USED IN LIEU: 3/4"x3" WIDE PLYWOOD CLEATS <br />W/ #10x1-1/4" FLAT HD WD SCREWS @ SAME SPACING SPECIFIED FOR E.N. CLEATS TO BE INSTALLED W/1/8" CLEAR EA <br />END OF JOIST. ADD 3-8d @ 2"o/c TO JOIST @ EA END OF CLEAT. <br />4.PROVIDE BOUNDARY NAILING (B.N.) AT DIAPHRAGM BOUNDARIES, CHORDS, STRUT TIES AND WHERE SPECIFIED. <br />5.WHERE JOIST LAP-SPLICE OCCURS AND PLYWOOD JOINT IS OFFSET ADD 2x4 OR 3x4 NAILER AS SHOWN: <br />16d @ 12" o/c <br />FRAMING MBRS <br />PER PLANS <br />TYP 2x4 FLAT EDGE BLKG WHEN SPECIFIED ON <br />PLANS-SEE NOTE #3 <br />EDGE NAIL AROUND ALL <br />OPENINGS <br />TYP EDGE NAILING <br />(E.N.) <br />FIELD NAILING TYP <br />BOUNDARY <br />NAILING <br />(B.N.) <br />ST <br />A <br />G <br />G <br />E <br />R <br />JO <br />I <br />N <br />T <br />S <br />2' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />12" MIN BLOCKED <br />24" MIN UNBLOCKED <br />PROVIDE BRACING <br />@ 8'-0" O.C. MAX EA. <br />WAY <br />2X6 CONT @ MIDSPAN <br />WHERE BRACE EXCEEDS <br />6'-0" W/ (2)-16d TO EA BRACE <br />2X BRACING STARTING <br />@ EVERY 48" O.C. <br />2X BRACING @ 48" O.C. <br />2X4 @16" O.C. <br />SOFFIT HANGER <br />STUD <br />CEILING JOIST <br />PER SCHED. <br />1 <br />1 MIN (TYP) <br />3 MAX <br />2X4 CONT. @ <br />BRACE, TYP. <br />STUD WALL PER PLAN <br />A34 @ EA JOIST <br />CEILING JOIST PER SCHED. <br />2X4 BRACE <br />IN EA WAY <br />(3) 10d, <br />TYP. <br />(2) 10d, <br />TYP. <br />DETAIL C: CEILING JOIST @ SOFFITDETAIL B: CEILING JOIST @ HANGER/BRACINGDETAIL A: CEILING JOIST @ WALL <br />(3) 10d, <br />TYP. <br />2X4 HANGER @ EA JOIST <br />(SEE SCHEDULE FOR SPACING) <br />2X STRUT @ EA BRACE <br />(2X4 W/ MAX LENGTH = 6'-0", <br />2X6 W/ MAX LENGTH = 10'-0") <br />2X CONT FULL DEPTH <br />LEDGER <br />W/ (2)-16d TO EA STUD <br />CEILING JOIST SCHEDULE <br />8' - 0" <br />10' - 0" <br />12' - 0" <br />NOTE: <br />FOR HANGER/STRUT/BRACE <br />CONNECTION TO STRUCTURE <br />SEE <br />DET. <br />MAX CEILING <br />JOIST SPAN <br />/ VERT HANGER SPAN <br />JOIST SIZE <br />AND SPACING MAX CEILING WT <br />2X4 @ 16" O.C. MAX <br />2X6 @ 16" O.C. MAX <br />2X8 @ 16" O.C. MAX <br />MAX 10 PSF <br />DEAD LOAD <br />11 <br />02-S102 <br />2X BRACE <br />(3)16d <br />JOIST PER PLAN <br />SHT'G PER PLAN <br />(3)16d <br />JOIST <br />PER PLAN (3)16d <br />2X BRACE <br />2X <br />HANGER/ <br />STRUT <br />2X HANGER/ <br />STRUT <br />@ JOIST PARALLEL @ JOIST PERPENDICULAR <br />@ BRACES PROVIDE <br />(3) 10d PER BLK'G OR <br />(1) A35 PER BLK'G <br />W/ SIMPSOIN PH612I SCREWS <br />SHT'G PER PLAN <br />PROVIDE 2X BLK'G <br />@ EA BRACE <br />W/ A 35 EA SIDE <br />AND EA END (STAGG.), <br />TYP. <br />PROJECT NUMBER: <br />A <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />F <br />O <br />R <br />: <br />CHECKED: <br />DRAWN: <br />ISSUE/REVISION: <br />7/ <br />1 <br />2 <br />/ <br />2 <br />0 <br />1 <br />9 <br /> <br />4 <br />: <br />0 <br />6 <br />: <br />5 <br />5 <br /> <br />P <br />M <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />y <br />m <br />i <br />n <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />S <br />- <br />T <br />h <br />o <br />m <br />p <br />s <br />o <br />n <br />_ <br />R <br />1 <br />7 <br />_ <br />Y <br />m <br />i <br />n <br />. <br />r <br />v <br />t <br />LT201801 <br />S- <br />2 <br />. <br />1 <br /> <br />2 <br />/ <br />2 <br />7 <br />/ <br />2 <br />0 <br />1 <br />9 <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />c <br />e <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br />, <br /> <br />L <br />i <br />n <br />d <br />s <br />a <br />y <br /> <br />& <br /> <br />B <br />o <br />n <br />n <br />i <br />e <br />Alex.N <br />Alex.Q <br />04/21/2025 <br />CITY SUBMITTAL <br />23 <br />4 <br />4 <br /> <br />N <br />. <br /> <br />F <br />a <br />i <br />r <br />m <br />o <br />n <br />t <br />Av <br />e <br />n <br />u <br />e <br />, <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />E N G I N E E R S I N C <br />2401 E Katella Ave. #430 <br />Anaheim, CA 92806 <br />Tel. 949.679.0870 <br />Fax. 949.679.9370 <br />Project No.: F482 <br />V C A <br />C I V I LQuality <br />Service <br />Commitment <br />S T R U C T U R A L DBEMBE SBE <br />TYPICAL DETAILS <br />02-S102