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LAG BOLT <br />LEAD HOLE <br />D (DIA) <br />LEAD HOLE <br />Ds (DIA)Dt (DIA) <br />1/2" 1/2"5/16" <br />5/8" 5/8"7/16" <br />3/4" 3/4" 1/2" <br />NOTES: <br />1. ALL LAG BOLTS SHALL BE INSTALLED IN PRE-DRILLED LEAD HOLE. <br />2. LAG BOLTS SHALL BE TURNED BY A HAND WRENCH OR BY A <br />POWER TORQUE WRENCH. <br />3. LAG BOLTS SHALL NOT BE HAMMERED!! <br />4. WHERE FULL THREADED BOLTS ARE INDICATED PROVIDE LEAD <br />HOLE FOR DIAM. "Dt" FOR FULL DEPTH. <br />5. PROVIDE WASHER UNDER HEAD FOR BOLT HEAD IN CONTACT <br />WITH WOOD. <br />D <br />LAG BOLT <br />LENGTH <br />LENGTH <br />THREAD <br />LENGTH <br />SHANK <br />LENGTH <br />SHANK <br />LENGTH <br />THREAD <br />LAG BOLT <br />LENGTH (SHANK DIA) <br />Ds <br />(THREAD DIA) <br />Dt <br />MAX <br /> 24" <br />2X4 WITH SIMPSON <br />"ZEE" CLIPS EA END <br />EDGE NAIL <br />ALL AROUND <br />NOTE: FOR LARGER OPENINGS SEE <br />DETAIL 7 <br />S1.4 <br />4x8 DF#1 <br />SIMPSON CMST16 <br />2 BAYS MIN EA SIDE <br />4x BLK 4x BLK4x BLK4x BLK <br />PROVIDE 8d@4" OC, <br />AROUND OPENING <br />ALL SIDES <br />(E <br />) <br />S <br />U <br />B <br />-PU <br />R <br />L <br />I <br />N <br />S <br /> <br />@ <br />2 <br />4 <br />" <br /> <br />O <br />C <br /> <br />T <br />Y <br />P <br />4x BLK 4x BLK4x BLK4x BLK 4x8 DF#1 <br />48" SQ MECHANICAL <br />OPENING <br />(E)ROOF JOIST <br />PROVIDE SIMPSON <br />'U' HANGER TYP EA <br />END <br />CUT AND RE-SUPPORT <br />(E)SUB-PURLIN W/ <br />SIMPSON 'U' HANGER <br />(TYP) <br />LOCATE NEW <br />MEMBER SO THAT IS <br />DOESNT INTERFERE <br />WITH (E)SUB-PURLIN <br />OR HANGER <br />4x <br />8 <br /> <br />D <br />F <br /># <br />1 <br />4x <br />8 <br /> <br />D <br />F <br /># <br />1 <br />2x6 DF#1 <br />SIMPSON CMST16 <br />2 BAYS MIN EA SIDE <br />4x BLK <br />PROVIDE 8d@4" OC, <br />AROUND OPENING <br />ALL SIDES <br />(E <br />) <br />S <br />U <br />B <br />-PU <br />R <br />L <br />I <br />N <br />S <br /> <br />@ <br />2 <br />4 <br />" <br /> <br />O <br />C <br /> <br />T <br />Y <br />P <br />4x BLK4x BLK24" SQ MECHANICAL <br />OPENING MAX <br />(E)ROOF JOIST <br />PROVIDE SIMPSON 'U' <br />HANGER TYP EA END <br />CUT AND RE-SUPPORT <br />(E)SUB-PURLIN W/ <br />SIMPSON 'U' HANGER <br />(TYP) <br />LOCATE NEW <br />MEMBER SO THAT IS <br />DOESNT INTERFERE <br />WITH (E)SUB-PURLIN <br />OR HANGER <br />4x <br />6 <br /> <br />D <br />F <br /># <br />1 <br />4x <br />6 <br /> <br />D <br />F <br /># <br />1 <br />2x6 DF#1 <br />(2)2x4 <br />PROVIDE 8d@4" OC, <br />AROUND OPENING <br />ALL SIDES <br />(E <br />) <br />S <br />U <br />B <br />-PU <br />R <br />L <br />I <br />N <br />S <br /> <br />@ <br />2 <br />4 <br />" <br /> <br />O <br />C <br /> <br />T <br />Y <br />P <br />21 1/2" SQ <br />MECHANICAL <br />OPENING MAX <br />(E)ROOF JOIST <br />PROVIDE SIMPSON <br />'U' HANGER TYP EA <br />END <br />LOCATE NEW <br />MEMBER SO THAT IS <br />DOESNT INTERFERE <br />WITH (E)SUB-PURLIN <br />OR HANGER <br />SI <br />S <br />T <br />E <br />R <br /> <br />( <br />N <br />) <br />2 <br />x <br />4 <br /> <br />T <br />O <br /> <br />( <br />E <br />) <br />2 <br />x <br />4 <br /> <br />S <br />U <br />B <br />- <br />P <br />U <br />R <br />L <br />I <br />N <br />(E)ROOF JOIST <br />4x BLK <br />4x BLK 4x BLK <br />(E)ROOF JOIST <br />SI <br />S <br />T <br />E <br />R <br /> <br />( <br />N <br />) <br />2 <br />x <br />4 <br /> <br />T <br />O <br /> <br />( <br />E <br />) <br />2 <br />x <br />4 <br /> <br />S <br />U <br />B <br />- <br />P <br />U <br />R <br />L <br />I <br />N <br />(2)2x4 <br />CONDITION A <br />48" SQ <br />CONDITION B <br />24" SQ <br />CONDITION A <br />21 1/2" SQ <br />W1 <br />2 <br />x <br />1 <br />4 <br />4x6 <br />2x6@16" OC <br />4x6 <br />4x6 <br />4x6 <br />4x <br />6 <br />4x6 <br />NOTES: <br />1. DO NOT DAMAGE (E)JOIST <br />2. ALL CONNECTIONS USE SIMPSON "LUS" OR <br />"JS" HANGER UNO <br />3. PROVIDE 4x AT ALL ANCHOR LOCATIONS <br />MECH EQUIP PER MECH DWG <br />EXTENT OF UNIT <br />SIMPSON MSTA 18 EA CORNER <br />SUPPLY AND RETURN <br />OPENING PER MECH <br />SH <br />A <br />P <br />E <br />D <br /> <br /># <br />1 <br /> <br />4 <br />x <br />( <br />9 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />N <br />E <br />T <br /> <br />M <br />I <br />N <br />) <br />SH <br />A <br />P <br />E <br />D <br /> <br /># <br />1 <br /> <br />4 <br />x <br />( <br />9 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />N <br />E <br />T <br /> <br />M <br />I <br />N <br />) <br />PLAN VIEW <br />4 <br />S1.4 <br />MECH UNIT <br />PLATFORM FRAMING <br />METAL CURB W/ 1/2" DIA <br />x 3" LONG LAG BOLTS <br />PER MFR LAYOUT <br />(4 MIN TOTAL) <br />(E)ROOF SHEATHING <br />(E)PURLIN PER <br />PLAN <br />3/4" APA SHEATHING W/ <br />10d@6" OC EN AND <br />10d@12" OC FN <br />SIMPSON BC40 HALF BASE AT <br />2' - 0" OC & WITHIN 6" EACH END <br />(3 MIN EACH SIDE) EACH <br />LONGITUDINAL SIDE W/ #10 x 3" <br />SIMPSON SDS SCREWS <br />BEAM PER PLAN (4x8 MIN UNO) <br />CONNECTION PER . <br />4x BEAM (RIPPED FOR <br />LEVELING) AT EDGE <br />OF PLATFORM <br />BEAM PER PLAN (4x8 MIN UNO) <br />CONNECTION PER14 <br />S1.4 14 <br />S1.4 <br />STRENGTHENED (E) PURLIN <br />WHERE OCCURS PER PLAN <br />AND .13 <br />S1.4 <br />10 <br />S1.4 <br />1 1/2" <br />1 1/2" <br />4" SIMPSON SDWS @12"OC <br />STAGGERED EACH SIDE <br />3x14 DF#1 EACH SDIE <br />PROVIDE FULL BEARING @ (E) SUB PURLINS <br />(E) PURLIN <br />(E) SUB PURLIN <br />(E) SHEATHING <br />4x2'-0" BLKG EACH END W/ <br />(2)-6" SIMPSON SDWS MINNOTE: <br />1. CONTRACTOR TO INSTALL REINFORCING PRIOR TO <br />INSTALLATION OF MECHANICAL UNIT <br />2. CONTRACTOR TO SCHEDULE MEETING WITH SEOR TP <br />REVIEW PLACEMENT OF BEAMS AND OBSTRUCTIONS IN <br />PLACE AND DEVELOP A PLAN FOR REMOVAL AND <br />REPLACEMENT OF OBSTRUCTIONS AS REQUIRED TO <br />INSTALL FULL LENGTH REINFORCING <br />1 3/4"x 11 7/8" LVL EACH SIDE W/ <br />SIMPSON HGU HANGER EACH END <br />A <br />B FACE MOUNTED HANGER <br />TOP FLANGE HANGER <br />(E) FRAMING OR <br />BEAM PER PLAN <br />(E) FRAMING OR <br />BEAM PER PLAN <br />BEAM PER PLAN W/ <br />SIMPSON U HANGER TYP <br />DRILL 1"Ø HOLE @ INSIDE <br />CORNER. DO NOT OVERCUT <br />BEAM PER PLAN W/ SIMPSON <br />TOP FLANGE HANGER TYP <br />NOTCH TOP CORNER OF 2x <br />TO SET HANGER TYP <br />1/2"Ø LAG SCREWS W/ 4" EMBED <br />2" WIDE x 3/16" BENT PLATE <br />(GALV & PAINTED) <br />(E) ROOF PURLIN OR GLB <br />(E) SHEATHING <br />(E) ROOFING <br />WATERPROOFING PENETRATION <br />@ ROOF <br />OR NEW FRAMING PER PLAN <br />S1.4 <br />11 <br />7'-0" MAX <br />SUPPORT PLATE (12 GA <br />MIN) ATTACHED TO STACK <br />1/2"Ø WIRE P/T STRAND W/ <br />CLAMP EACH END MIN. <br />CAPCITY = 2500 LBS (MIN 3 <br />DIRECTIONS @ 120° TYP) <br />SPLAY WIRES TO AVOID <br />ADJACENT WALKWAYS AND <br />ROOFTOP EQUIPMENT <br />TURNBUCKLE <br />TYP <br />EQUIPMENT PAD <br />PER 4 <br />S1.4 <br />S1.4 <br />7 FRAMED OPNG <br />(E) SUB PURLINS/ <br />RAFTER <br />(E) PURLINS/GLB <br />1 <br />2 <br />MAX <br />OR NEW FRAMING PER PLAN <br />(E)SUB PURLIN <br />4x BLKG W/ SIMPSON <br />LTP4 EA SIDE <br />(E)ROOF SHEATHING <br />BEAM PER PLAN <br />No. 6250 <br />FFOHSIB <br />RYAN W. <br />REGISTEREDPROFESSIONALENGINEER <br />STRUCTURALSTATEOFCALIFORNIA <br />DATE: <br />FOR BRANDOW & JOHNSTON <br />STRUCTURAL+CIVIL ENGINEERS (B&J HBK, INC.) <br />3300 IRVINE AVE. SUITE 245 <br />NEWPORT BEACH, CALIFORNIA 92660 <br />T:(949)862-8500 WWW.BJSCE.COM <br />JOB#: <br />1 <br />7 <br /> <br />8 <br /> <br />8 <br /> <br />0 <br /> <br /> <br />S <br /> <br />k <br /> <br />y <br /> <br /> <br />P <br /> <br />a <br /> <br />r <br /> <br />k <br /> <br /> <br />C <br /> <br />i <br /> <br />r <br /> <br />c <br /> <br />l <br /> <br />e <br /> <br />, <br /> <br /> <br />S <br /> <br />u <br /> <br />i <br /> <br />t <br /> <br />e <br /> <br />2 <br /> <br />3 <br /> <br />0 <br /> <br /> <br />- <br />I <br />r <br /> <br />v <br /> <br />i <br /> <br />n <br /> <br />e <br /> <br />, <br /> <br /> <br />C <br /> <br />A <br /> <br /> <br />9 <br /> <br />2 <br /> <br />6 <br /> <br />1 <br /> <br />4 <br />t <br /> <br />e <br /> <br /> <br />l <br /> <br /> <br /> <br />9 <br /> <br /> <br />4 <br /> <br /> <br />9 <br /> <br /> <br /> <br />. <br /> <br /> <br /> <br />5 <br /> <br /> <br />5 <br /> <br /> <br />3 <br /> <br /> <br /> <br />. <br /> <br /> <br /> <br />8 <br /> <br /> <br />9 <br /> <br /> <br />0 <br /> <br /> <br />0 <br />a <br />r <br /> <br />c <br /> <br />h <br /> <br />i <br /> <br />t <br /> <br />e <br /> <br />c <br /> <br />t <br /> <br />u <br /> <br />r <br /> <br />e <br /> <br />i <br /> <br />n <br /> <br />t <br /> <br />e <br /> <br />r <br /> <br />i <br /> <br />o <br /> <br />r <br /> <br /> <br />d <br /> <br />e <br /> <br />s <br /> <br />i <br /> <br />g <br /> <br />n <br />p <br />l <br /> <br />a <br /> <br />n <br /> <br />n <br /> <br />i <br /> <br />n <br /> <br />g <br />DA <br />I <br />M <br />L <br />E <br />R <br /> <br />A <br />C <br />P <br />L <br />30 <br />0 <br />9 <br /> <br />D <br />A <br />I <br />M <br />L <br />E <br />R <br /> <br />S <br />T <br />SA <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 />9 <br />5 <br />S1.4 <br />DETAILS <br />07/23/24 <br />SCALE: 3" = 1'-0"S1.4 <br />TYPICAL WOOD DETAIL 1 <br />DETAIL ID: WOOD-MISC-10 <br />SCALE: 1 1/2" = 1'-0"S1.4 <br />TYPICAL SMALL ROOF OPENING DETAIL 2 <br />DETAIL ID: WOOD-SWLR-02 <br />SCALE: 1/2" = 1'-0"S1.4 <br />TYPICAL PANAELIZED OPEN FOR MECHANICAL EQUIPMENT 7 <br />DETAIL ID: EXS-OPEN-02 <br />SCALE: 1/2" = 1'-0"S1.4 <br />TYPICAL EQUIPMENT SUPPORT FRAMING 10 <br />DETAIL ID: EXS-MECH-01 <br />SCALE: 3/4" = 1'-0"S1.4 <br />TYPICAL EQUIPMENT SUPPORT FRAMING 4 <br />DETAIL ID: EXS-MECH-01C <br />SCALE: 1" = 1'-0"S1.4 <br />PURLIN STRENGTHENING DETAIL 13 <br />SCALE: 1" = 1'-0"S1.4 <br />TYPICAL JOIST TO BEAM DETAIL 14 <br />SCALE: 1" = 1'-0"S1.4 <br />WIRE SUPPORT AT CHIMMENY DETAIL 11 <br />SCALE: 1" = 1'-0"S1.4 <br />WIRE SUPPORT AT CHIMMENY DETAIL 16 <br />SCALE: 1" = 1'-0"S1.4 <br />TYPICAL (E) BEAM STRENGTHENING DETAIL 3 <br />DETAIL ID: EXS-ROOF-02 NO. REMARKS DATE <br />60% COMPLETE SET 05/28/24 <br />90% COMPLETE SET 07/12/24 <br />ISSUE FOR BID 07/16/24 <br />CITY SUBMITTAL 07/23/24 <br />3009 S Daimler St <br />11/18/2024