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A <br />B D <br />C <br />E <br />F G <br />90° BEND <br />135° BEND <br />INSIDE BEND DIAM D, TYP <br />90° <br />HOOK <br />NOTES: <br />1. Ldh - HOOK DEVELOPMENT LENGTH. <br />2. Ld - DEVELOPMENT LENGTH. <br />3. SEE BUILDING CODE AND ACI 318-14 VERSION FOR ALL REQUIREMENTS NOT NOTED. <br />4. FOR LIGHTWEIGHT CONCRETE MULTIPLY Ldh AND Ld VALUES SHOWN BY 1.3. <br />5. TOP" BARS ARE HORIZONTAL WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW BARS. ALL OTHER BARS ARE "OTHER" <br />BARS. <br />6. STD HOOK Ldh DOES NOT ACCOUNT FOR THE EFFECT OF TIES. CONFINED HOOK Ldh MAY BE USED WHERE ACI 318-14 25.4.3 <br />APPLIES. <br />7. VALUES SHOWN ABOVE ARE FOR GRADE 60 (FY=60 KSI) REINFORCEMENT. <br />8. SPLICE LENGTHS SHOWN ARE FOR CLEAR SPACING NOT LESS THAN 2db, CONCRETE COVER NOT LESS THAN db . <br />9. FOR EPOXY-COATED REINFORCEMENT, SEE BUILDING CODE. <br />FINISHED BEND <br />DIAMETER <br />"D" IN INCHES <br />BAR SIZE <br />#9 <br />#10 <br />#11 <br />#14 <br />#18 <br />9 1/2" <br />10 3/4" <br />12" <br />24" <br />18 1/4" <br />STANDARD HOOKS <br />INSIDE BEND <br />DIAM D, TYP <br />90° HOOK <br />180° "U" HOOK <br />JOINT FACE @ STD HOOK, <br />OUTSIDE OF TIE @ CONFINED <br />HOOK <br />2" MIN SIDE COVER IS <br />REQ'D <br />FOR STRAIGHT BAR EMBED, <br />USE DEVELOPMENT LENGTH Ld <br />CLOSED TIE / HOOP <br />ROUND HOOP <br />CONTACT SPLICE <br />NON-CONTACT SPLICE <br />1:6 MAX SHOP <br />BEND ALLOWED <br />LAP SPLICES <br />BAR <br />SIZE <br />#3 <br />#4 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />#11 <br />6 <br />8 <br />10 <br />12 <br />14 <br />16 <br />18 <br />20 <br />22 <br />22 <br />29 <br />36 <br />43 <br />63 <br />72 <br />81 <br />91 <br />101 <br />TOP <br />29 <br />38 <br />47 <br />56 <br />82 <br />94 <br />106 <br />119 <br />132 <br />23 <br />29 <br />102 <br />91 <br />81 <br />72 <br />63 <br />43 <br />37 <br />6 <br />7 <br />9 <br />10 <br />12 <br />14 <br />15 <br />17 <br />19 <br />15 <br />19 <br />24 <br />29 <br />42 <br />48 <br />54 <br />61 <br />67 <br />25 <br />33 <br />41 <br />49 <br />71 <br />81 <br />91 <br />103 <br />114 <br />20 <br />25 <br />32 <br />38 <br />55 <br />63 <br />71 <br />80 <br />88 <br />6 <br />6 <br />9 <br />8 <br />11 <br />12 <br />14 <br />16 <br />17 <br />13 <br />17 <br />22 <br />26 <br />38 <br />43 <br />48 <br />54 <br />60 <br />23 <br />30 <br />37 <br />45 <br />64 <br />73 <br />82 <br />93 <br />102 <br />17 <br />23 <br />29 <br />34 <br />50 <br />56 <br />63 <br />71 <br />78 <br />30 <br />0 <br />0 <br /> <br />P <br />S <br />I <br /> <br />N <br />W <br />C <br />#3 <br />#4 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />#11 <br />#3 <br />#4 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />#11 <br />40 <br />0 <br />0 <br /> <br />P <br />S <br />I <br /> <br />N <br />W <br />C <br />50 <br />0 <br />0 <br /> <br />P <br />S <br />I <br /> <br />N <br />W <br />C <br />STD HOOK <br />Ld (in) <br />DEVELOPMENT LENGTH <br />LAP SPLICE (in) <br />CLASS B <br />OTHER <br />STD & CONFINED HOOKS <br />(NON-STIRRUP/TIE) <br />CAP / CROSS TIE <br />BEAM TIE / STIRRUP <br />STIRRUP & TIE HOOKS <br />(#8 & SMALLER ONLY) <br />TOP OTHER <br />17 <br />22 <br />28 <br />33 <br />48 <br />55 <br />62 <br />70 <br />78 <br />19 <br />25 <br />31 <br />37 <br />54 <br />62 <br />70 <br />79 <br />87 <br />17 <br />23 <br />28 <br />34 <br />49 <br />56 <br />63 <br />71 <br />78 <br />L (in)dh <br />DE <br />T <br />A <br />I <br />L <br />I <br />N <br />G <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />I <br />N <br />G <br />db <br />6db (#3, #4, #5), 3" MIN <br />12db (>#5) <br />6db3" M <br />I <br />N <br /> 4db(#3, #4, & #5) <br />ㅤ6db (#6, #7, & #8) <br />12 <br />d <br />b <br />MI <br />N <br />2" MIN <br />COVER <br />4db MIN & <br />2 1/2" MIN <br />MIN HOOK EMBED <br />LENGTH Ldh <br />6db(#8 & SMALLER) <br />8db(#9, #10 & #11) <br />db <br />db <br />6" OVERLAP <br />ㅤW/ 90° HOOKS <br />ㅤdb <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />6" <br /> <br />M <br />A <br />X <br />SPLICE LENGTH <br />CLASS B TYPICAL <br />#4 <br />#5 <br />#6 <br />#7 <br />#8 <br />#3 <br />8" <br />5 1/4" <br />4 1/2" <br />3 3/4" <br />3" <br />2 1/4" <br />NOTES: <br />1. SPACING OF SUPPORTS FOR MINOR MEP EQUIPMENT AND OTHER EQUIPMENT SHALL BE SUCH THAT THE MAXIMUM HANGER LOAD AT JOISTS OR PURLINS IS LIMITED TO 150 POUNDS, <br />HANGERS FOR THE EQUIPMENT LINES SHALL NOT BE LOCATED AT THE SAME MEMBER AS HANGERS FOR OTHER ITEMS. DISTRIBUTE THE HANGER LOADS FROM THE VARIOUS TRADES <br />UNIFORMLY THROUGHOUT THE ENTIRE FRAMING SYSTEM. <br />(2)-#10X1 1/2" <br />LONG <br />WOOD SCREWS <br />D1 D2 <br />HANGER STRAPHANGER <br />STRAP <br />(2)-#10X1 1/2" <br />LONG <br />WOOD <br />SCREWS <br />E1 E2 <br />DIAGONAL <br />BRACE PER MEP.DIAGONAL <br />BRACE PER MEP. <br />JOIST <br />PER PLAN <br />JOIST PER PLAN <br />(I-JOIST WHERE OCCURS) <br />JOIST PER PLAN <br />A <br />JOIST PER PLAN <br />HANGER WIRE <br />MIN. 3 TIGHT <br />TURNS <br />PER MEP DWGS <br />BRACING WIRE <br />MIN. 4 TIGHT <br />TURNS PER <br />MEP DWGS <br />B C1 <br />JOIST PER PLAN <br />JOIST PER PLAN <br />(I-JOIST WHERE <br />OCCURS) <br />PROVIDE PRE-APPROVED <br />ATTACHMENT W/ HANGER <br />ROD WITH DOUBLE NUT PER <br />MEP (OPM-0043-13) <br />C2 <br />THRU BOLT W/ NUT & <br />FLAT <br />WASHER (1/2" DIAM MIN.) <br />PER OPM-0043-13 <br />PROVIDE PRE-APPROVED <br />ATTACHMENT W/ HANGER <br />ROD WITH DOUBLE NUT PER <br />MEP (OPM-0043-13) <br />BRACING WIRE <br />ATTACHMENT TO SAWN <br />LUMBER <br />HANGER WIRE <br />ATTACHMENT TO <br />SAWN LUMBER <br />HANGER ROD <br />PARALLEL @ JOIST <br />HANGER ROD <br />BETWEEN JOIST <br />(3)-10d NAILS INTO BLK'G <br />THRU PLYWOOD <br />4X BLK'G <br />W/ FACE MOUNT HANGERS <br />(AT I JOIST, PROVIDE 2"X12"X12" <br />FILLER BLOCK W/(10)-10d NAILS) <br />MUST BE ABOVE <br />THE NEUTRAL AXIS <br />OF THE BM <br />& MIN. 4X BOLT DIA. <br />FROM BOTT. OF BM <br />STRAP <br />PARALLEL @ JOIST <br />STRAP <br />BETWEEN JOIST <br />4X BLK'G <br />W/ FACE MOUNT HANGERS <br />(AT I-JOIST, PROVIDE 2"X12"X12" <br />FILLER BLOCK W/(10) 10d NAILS) <br />4X BLK'G <br />W/ FACE MOUNT HANGERS <br />(AT I-JOIST, PROVIDE 2"X12"X12" <br />FILLER BLOCK W/(10) 10d NAILS) <br />ANGLE BRACE <br />PARALLEL @ JOIST <br />(SEE "G" AT I-JOIST) <br />ANGLE BRACE <br />PERPENDICULAR <br />@ JOIST <br />3" <br /> <br />M <br />A <br />X <br />1 1/2" EQ3" <br /> <br />2" MIN <br />FROM EDGE2" MIN <br />FROM EDGE <br />4 BOLT DIAM. MIN <br />FAN (150 # MAX)(2)-#10 SMS <br />EA SIDE MIN <br />FAN CURB <br />W/ (2)-#10 x2 1/2 W.S. (SDS10212) <br />PER SIDE TO NAILER <br />2x4 NAILER <br />W/ (2)-#10 FLAT HEAD <br />WOOD SCREWS PER SIDE <br />(MIN 2" EMBED INTO JOIST BELOW) <br />DBL JOISTS PER PLAN OR <br />4x8 BLK'G W/ "U" HANGER @ EA END <br />@ OPENING EDGE <br />3/4" STRUCT I PLYWOOD <br />W/ 10d @ 6" O.C. E.N. & B.N., <br />12" O.C. F.N. <br />6x8 SLEEPERS SHAPED OVER <br />(4)- (E) JOISTS MIN U.N.O. <br />TO ALIGN W/ MECH'L CURB <br />MECHANICAL CURB & ANCHORAGE <br />PER MANUF <br />(CU-6109: PROVIDE (2)-3/8" <br />X 3" LAG SCREWS @ EA SIDE) <br />SISTERED (N) JOIST PER PLAN <br />WHERE OCCURS <br />6X8 BLK'G W/ L50 <br />@ EA END, TYP <br />(E) PURLIN <br />4x BLK'G <br />TYP <br />BN, <br />TYP <br />MECH UNIT <br />PER MECH'L DWGS <br />+/- 12" <br />6X8 BLOCKING W/ L70 <br />@ EACH END EA SIDE <br />FULL DEPTH AT HDR CONDITION <br />WHERE OCCURS <br />+/- 6" <br />1/2" THRU BOLT(CTSK) <br />@ 16" O.C. MAX <br />JOIST HANGER <br />PER <br />DET <br />(N) 2X NAILER <br />NAILER TO <br />(E) FRAMING W/ <br />16d @ 6" O.C. <br />(N) PLYWOOD <br />TO MATCH (E) <br />(E) FRAMING (N) 2X JOIST TO MATCH <br />(E) JOIST SIZE @ 16" O.C. <br />W/ 'JB' HANGER @ EA END <br />(E) JOIST <br />(N) 10d NAILS @ 6" O.C. <br />TYP @ (N) PLYWOOD <br />TO (N) NAILER <br />12 <br />S1.1 <br />(N) 2X JOIST <br />MATCH (E) <br />1/4" X 3" SDS SCREWS <br />@ 6" O.C. STAGG <br />(E) 2X JOISTS <br />(2)-1/4X3" SDS <br />SCREWS <br />@ EA END <br />DOUBLE JOIST <br />3" <br />3" <br />+/- 6" <br />0" AT TRUSS <br />+/- 6" <br />0" AT TRUSS <br /> 6" <br />(N) JOIST <br />(E) JOIST <br />A <br />A <br />4" <br />TYP <br />SHTG PER PLAN <br />DOUBLE JOIST U.N.O. <br />NOTE: <br />JOIST HGRS TO BE <br />SIMPSON STD U JOIST <br />HGRS. (OR EQUAL) <br />FOR SAWN LUMBER <br />MIT JOIST HANGER <br />FOR I-JOIST. <br />4x BLK'G W/ CS16 TYP <br />@ EA CORNER <br />DOUBLE TRIMMER OR <br />SUPPORTING JOIST <br />(SEE PLAN) <br />JOIST HANGER <br />@ HEADER <br />JOIST HANGER <br />W <br />= <br /> <br />4 <br />' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />3 <br />S <br />P <br />A <br />C <br />E <br />S <br /> <br />M <br />A <br />X <br /> <br />W <br />H <br />E <br />R <br />E <br />DO <br />U <br />B <br />L <br />E <br /> <br /> <br />T <br />R <br />I <br />M <br />M <br />E <br />R <br />OC <br />C <br />U <br />R <br />S <br />PROVIDE B.N. <br />AROUND OPENING <br />(MATCH (E) B.N. <br />@ (E) CONSTRUCTION) <br />6' - 0" MAX OPENING STRAP AND BLK'G TO EXTEND BEYOND <br />OPENING EQUAL TO OPENING WIDTH, W. <br />SUPPORTED <br />FRAMING <br />BN SHEATHING <br />BLOCKINGSUPPORTING BEAMSIMPSON HANGER <br />PER SCHEDULE <br />RAFTER/JOIST TO WOOD BEAM <br />SUPPORTED FRAMING HGR TYPE <br />2x "JB/LB" <br />SKEWED 2x "BA" <br />MULTI 2x <br />3x AND LARGER "WP" <br />I-JOIST/ MULTI I-JOIST "MIT" <br />I-JOIST W/ STIFF "HIT" <br />GLB "HGLT" <br /> "WP" <br />SCALE : NOT TO SCALES1.1 <br />TYPICAL REINFORCEMENT DETAILS AND <br />DEVELOPMENT LENGTHS5 <br />REGISTERED PROF ESS IONAL <br />ENGINEERNo. <br />Exp.9/30/24 <br />S4029 <br />YOUNG-K E UN NAM <br />STATE OF CAL IFORNIA <br />ST R U C T U R AL <br />E N G I N E E R S I N CV C A <br />2151 Michelson Dr. #240 <br />Irvine, CA 92612 <br />Tel. 949.679.0870 <br />Fax. 949.679.9370 <br />Project No.: i735 <br />C I V I LQuality <br />Service <br />Commitment <br />S T R U C T U R A L DBEMBE SBE <br />SCALE: <br />REVISIONS: <br />OW <br />N <br />E <br />R <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />CL <br />I <br />E <br />N <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />DATE ISSUED: <br />PROJECT NO: <br />100% CD 07/07/23 <br />REV. 1 08/21/23 <br />N.T.S. <br />08/10/2023 <br />S1.1 <br />TYPICAL <br />DETAILS <br />2022-40123 <br />CI <br />T <br />Y <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />NE <br />W <br />H <br />O <br />P <br />E <br /> <br />L <br />I <br />B <br />R <br />A <br />R <br />Y <br />MO <br />D <br />E <br />R <br />N <br />I <br />Z <br />A <br />T <br />I <br />O <br />N <br />12 <br />2 <br /> <br />N <br />. <br /> <br />N <br />E <br />W <br />H <br />O <br />P <br />E <br /> <br />S <br />T <br />. <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />SCALE : NOT TO SCALES1.1 <br />HANGER ROD SUPPORT AT JOIST3 <br />DESCRIPTION DATE <br />SCALE : NOT TO SCALES1.1 <br />TYPICAL FAN MOUNTING DETAIL7 <br />SCALE : NOT TO SCALES1.1 <br />CONDENSING UNIT PLATFORM <br />(SAWN LUMBER )8 <br />SCALE : NOT TO SCALES1.1 <br />ROOF INFILL DETAIL9 <br />SCALE : NOT TO SCALES1.1 <br />TYP JOIST SISTER DETAIL10 <br />SCALE : NOT TO SCALES1.1 <br />TYPICAL ROOF OPENING DETAIL11 <br />SCALE : NOT TO SCALES1.1 <br />HANGER SCHEDULE12 <br />2. <br />OPN'G <br />HEADER PER <br />SCHEDULE, <br />SHOWN <br />BELOW <br />SILL <br />@ SINGLE STORY <br />CONDITION <br />T.O. <br />FLOOR <br />2 BAYS OF 3X BLKG <br />@ STRAP <br />LOCATIONS, TYP <br />(2) <br />TRIMMERS <br />TO SILL <br />PLATE <br />SAME <br />WIDTH <br />AS WALL <br />STUDS <br />(S) CS16 STRAPX48" <br />W/ (22)-10D. INSTALL <br />OVER PLYWD <br />TYP @ ALL OPN'GS <br />2X BLK'G <br />3 LOCATIONS MIN. <br />(48" O.C. MAX) <br />(TYP) <br />DBL PL @ SPANS <br />GREATER THAN 4' - 0" <br />PROVIDED @ <br />WINDOW LOCATIONS, <br />TYP <br />SILL BOLTS SHALL BE 5/8" DIA A307 @ <br />48" O.C. MAX W/ 7" EMBED IN TO CONC <br />PLACE BOLTS TO MISS STUDS. <br />HOLDOWN WHERE OCCURS <br />FULL HEIGHT HOLDOWN POST <br />WHERE OCCURS, <br />SEE PLAN IF REQD <br />CENTER STUD & JOIST <br />(2) (S) A35 FOR OPENING <br />OVER 6' - 0" WIDE <br />(TOP & BOTT) <br />AT TRUSSES OR JOISTS DEEPER THAN 12" ALIGN <br />STUD DIRECTLY BELOW. <br />(3)-16D @ INTERSECTION <br />OF 6" WALL & LARGER <br />TYPICAL CONDITION <br />@ CORNER PLATE LAP <br />HEADER NOTES: <br />1. SOLID HEADERS MAY BE USED W/ SAME <br />THICKNESS & DEPTH AS BUILT UP HEADERS <br />STATED ABOVE <br />2. WHERE DISCREPANCIES BETWEEN THE <br />BEARING WALL HEADER SCHEDULE AND <br />DRAWINGS OCCURS, DRAWINGS TAKE <br />PRECEDENCE <br />SILL PLATE <br />(PTDF WHERE IN CONTACT W/ <br />CONCRETE) <br />(2)-16D EA END/EA PIECE <br />TOP & BOTT, TYP <br />A35 @ TOP & BOTT <br />TYP. <br />@ HEADER <br />PROVIDE: <br />(2) 2X STUDS, UP TO 10' - 0" <br />WIDE OPENING <br />(3) 2X STUDS, OVER 10' - 0" <br />WIDE OPENING <br />INTERNAL STUDS W/ 16d @ <br />12" O.C. STAGG. AT <br />HOLDOWN PROVIDE 16d @ <br />6"O.C. STAGG. <br />WA <br />L <br />L <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />LAP TOP PL 48" MIN <br />(18)-16d @ TOP PL <br />WALL STUD SCHEDULE <br />FLOOR LEVEL <br />ROOF - 2ND FLOOR 2X6 <br />2ND FLOOR - 1ST FLOOR <br />INTERIOR BEARING WALL <br />(SPACING @ 16" O.C.) <br />6" WALL <br />INTERIOR BEARING WALL <br />(SPACING @ 16" O.C.) <br />4" WALL <br />SILL PLATE (@SHEAR WALL, <br />SEE SHEAR WALL SCHEDULE <br />FOR OTHER SIZE) <br />2X6 <br />2X6 <br />2X4 <br />2X4 <br />2X <br />2X <br />NON-BEARING <br />WALL <br />(SPACING @ 16" O.C.) <br />2X4 MIN <br />2X4 MIN2X6 <br />ENGINEER TO <br />REVIEW <br />EXTERIOR WALL <br />(SPACING @ 16" O.C.) <br />6" WALL (U.N.O.) <br />16" TYP <br />(11)10d <br />PROVIDE MIN 16d @ 16"O.C. <br />BETWEEN LAPPED TOP PL <br />NON-BEARING <br />PARTITION HEADERS <br />SPAN 2X6 STUD <br />WALL <br />UP TO 6' - 0"6X6 <br />6' - 1" TO 10' - 0"6X8 <br />10' - 1" TO 12' - 0" 6X10 <br />2X4 STUD <br />WALL <br />4X6 <br />4X8 <br />4X10 <br />ㅤ <br />ADD DTL-FD-8-A <br />(& DELETE THIS NOTE) <br />** NOTE: <br />IF SLAB IS 4 1/2" THICK OR GREATER <br />CONTRACTOR MAY USE: <br />0.145"ø HILTI X-CP72 @ 24" O.C. W/ PRE- <br />MOUNTED WASHERS PER ICC ESR-2379 <br />2X PTDF SILL PLATE <br />CONC SLAB PER PLAN <br />(4" THK MIN**) <br />3/8"ø THREADED ROD** @ 24" O.C. <br />STUD PER PLAN <br />16 <br />1.2 WD (6) <br />DETAIL A: TYPICAL BOTTOM OF PARTITION <br />ㅤ <br />2X PTDF SILL PLATE <br />CONC SLAB PER PLAN <br />(4" THK MIN**) <br />3/8"ø THREADED ROD @ 32" O.C. <br />& #4 REBAR @ 32" IN-BETWEEN <br />(16" O.C. NET MAX) <br />STUD PER PLAN <br />16 <br />1.2 WD (6) <br />DETAIL B: BOTTOM OF PARTITION W/ CURB <br />#3 CONT BAR <br />2 1/2" EMBED <br />W/ SIMPSON SET-3G <br />PER ICC ESR-3187 <br />2 1/2" EMBED <br />W/ SIMPSON SET-3G <br />PER ICC ESR-3187 <br />#4 STD <br />@ 16 <br />FOR EPOXY DOWEL <br />SEE <br />DET <br />3 <br />1.11 CONC PAT (1) <br />(E) CONC. SLAB <br />ADD DTL-FD-8-A <br />(& DELETE THIS NOTE) <br />STUD PER PLAN <br />SIMPSON TRUSS <br />CLIPS MODEL DTC <br />@ EA JOIST (24" O.C. MAX) <br />JOIST PER PLAN <br />SHT'G PER PLAN <br />ALTERNATIVELY, WHERE <br />CEILING OCCURS, <br />PROVIDE 2X6 FLAT CONT. <br />EA SIDE OF TOP PL <br />W/ (2) 16d TO EA JOIST <br />1/2" GAP. <br />CEILING WHERE <br />OCCURS <br />STUD PER PLAN <br />SIMPSON TRUSS <br />CLIPS MODEL DTC <br />@ EA BLK'G (24" O.C. MAX) <br />JOIST PER PLAN <br />SHT'G PER PLAN <br />1/2" GAP. <br />CEILING WHERE <br />OCCURS <br />PROVIDE 2X BLK'G <br />@ 16" O.C. <br />2X4 BRACE <br />@ 48" O.C. <br />2X6 CONT @ MIDSPAN <br />WHERE BRACE <br />EXCEEDS 6' - 0" W/ <br />(2)-16d TO EA BRACE <br />SIMPSON A34 <br />W/ #9 SD SCREWS <br />@ EA BRACE <br />1 <br />1.2 WD (6)ADD THIS DETAIL & <br />1 <br />1.2 WD (6) <br />ADD THIS DETAIL & <br />DELETE THIS NOTE <br />1 <br />1.2 WD (6)ADD THIS DETAIL & <br />DELETE THIS NOTE <br />1 <br />1.2 WD (6)ADD THIS DETAIL & <br />DELETE THIS NOTE <br />10 <br />1.2 WD (6) <br />10 <br />1.2 WD (6)10 <br />1.2 WD (6)1.2 WSTUD PER PLAN <br />CEILING PER PLAN <br />STUD PER PLAN <br />CEILING PER PLAN <br />4 <br />1.2 WD (6) <br />4 <br />1.2 WD (6) <br />5 <br />S1.2 <br />TYP. WALL AND OPENING FRAMING <br />3 <br />S1.2 <br />TYP. NON-BEARING WALL TOP CON.. <br />7 <br />S1.2 <br />TYP. NON-BEARING WALL BASE CON.. <br />(E) STUD WALL TO REMAIN <br />(SINGLE OR DBL WALL) <br />(E) DRY PACK SLAB <br />(E) 2" THK S.O.G. <br />(N) 0.157" DIA. X-U SHOT PIN @ 24" O.C. W/ 1" <br />EMBED & 1" HEAD ROOM. PLACE (N) WIRED <br />MESH OVERLAPPED W/ SHOT PIN <br />(N) WIRED MESH (ANY SIZE IS <br />WIRED MESH IS ACCEPTED.) <br />(N) 4" THK CONC. SLAB ON GRADE <br />W/ #4 @ 16" O.C. EA. WAY1" DEPRESSED AS REQUIRED <br />EQEQ <br />SLOPE SLAB EDGE TO AVOID OVER <br />CUTTING (E)FINISH BELOW (E)S.O.G. <br />9 <br />S1.2 <br />(E)NON-BEARING WALL W/ (N)SLAB DET.