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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 />5 <br />0 <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)-1/4" <br />X 2 1/2" LAG SCREWS <br />@ 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 /> <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 />122 N Newhope <br />Street4/16/2025