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5 <br />6 <br />ROOF FRAMING @ MECH'L. UNITS <br />NOTES: <br />1. PROVIDE BOUNDARY NAILING TYP. @ PERIMETER/ OPNG. <br />2. ROOF OPENING DIMENSIONS SHALL BE FIELD VERIFIED. <br />3. TOTAL WEIGHT MECHANICAL UNIT AND CURB OR PLATFORM, TYP. <br />8'-0" <br />4'-0"4'-0" <br />CL MECH. <br />UNIT <br />BEAM PER PLAN <br />4 <br />SD1.0 TYP. <br />VERIFY W/ MANUF. <br />4 <br />SD1.0TYP. <br />2 <br />SD1.0TYP. <br />(E) COL. <br />(E) BEAM PER PLAN <br />2A <br />SD1.0TYP. <br />3 <br />SD1.0 <br />BE <br />A <br />M <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />(E) 2x/ 3x SUBPURLINS <br />W/ SIMP. "U" HANGER <br />WHERE DIMENSION <br />EXCEEDS 2'-0", TYP. <br />RE <br />I <br />N <br />F <br />O <br />R <br />C <br />E <br />D <br />(E <br />) <br /> <br />4 <br />x <br /> <br />P <br />U <br />R <br />L <br />I <br />N <br />SIMP. "HU" HANGER, TYP. <br />MA <br />J <br />O <br />R <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />BE <br />A <br />M <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />3 <br />SD1.0 <br />VE <br />R <br />I <br />F <br />Y <br /> <br />W <br />/ <br /> <br />M <br />A <br />N <br />U <br />F <br />. <br />RE <br />I <br />N <br />F <br />O <br />R <br />C <br />E <br />D <br />(E <br />) <br /> <br />4 <br />x <br /> <br />P <br />U <br />R <br />L <br />I <br />N <br />FACE/ 4x, TYP. <br />BEAM PER PLAN <br />METAL CURB TO FRAMING <br />NOTES: <br />1. GENERAL CONTRACTOR TO FIELD VERIFY MIN. DEPTH OF LEVELERS <br />WITH ACTUAL SLOPE AND WIDTH OF NEW METAL CURBS. <br />MECH. UNIT <br />CONT. PLYWOOD SHEATHING <br />(WHERE OCCURS) <br />(E) PLYWOOD SHEATHING <br />4x <br />B.N. TYP. <br />@ PERIMITER <br />OF OPENING <br />3 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />PE <br />N <br />T <br />R <br />A <br />T <br />I <br />O <br />N <br />2 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />. <br />3 <br />3 <br />/ <br />4 <br />" <br />MI <br />N <br />. <br />@ <br />2A <br />SD <br />1 <br />. <br />0 <br />PREFAB. METAL CURB W/ 1/4"Ø <br />LAG SCREWS @ 24" O.C. (3 MIN. ON SIDE) TYP. <br />@ PERIMETER (2 1/2" MIN. PENETRATION, <br />EDGE DISTANCE 1/2", END DISTANCE 1") <br />FACE OF METAL. PREFAB. CURB <br />& EDGE OF PLYWOOD <br />4x WOOD LEVELER W/ 1/2"Ø LAG BOLTS <br />@ 24" O.C. (COUNTERSUNK) <br />METAL CURB TO FRAMING <br />NOTES: <br />1. GENERAL CONTRACTOR TO FIELD VERIFY MIN. DEPTH OF LEVELERS <br />WITH ACTUAL SLOPE AND WIDTH OF NEW METAL CURBS. <br />MECH. UNIT <br />CONT. PLYWOOD SHEATHING <br />(WHERE OCCURS) <br />(E) PLYWOOD SHEATHING <br />4x8 <br />B.N. TYP. <br />@ PERIMITER <br />OF OPENING <br />3 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />PE <br />N <br />T <br />R <br />A <br />T <br />I <br />O <br />N <br />VA <br />R <br />I <br />E <br />S <br />PREFAB. METAL CURB W/ 1/4"Ø <br />LAG SCREWS @ 24" O.C. (3 MIN. ON SIDE) TYP. <br />@ PERIMETER (2 1/2" MIN. PENETRATION, <br />EDGE DISTANCE 1/2", END DISTANCE 1") <br />4x WOOD LEVELER W/ 1/2"Ø LAG BOLTS <br />@ 24" O.C. (COUNTERSUNK) <br />2 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />. <br />SIMPON "ST2122" STRAP EA. END <br />(ON LONG SIDE) EA. SIDE OF MECH. <br />UNIT (4 TOTAL) (1'-0" FROM CORNERS) <br />W/ 2-16d @ 4x/ 6x & 2-#12 SCREWS <br />@ METAL CURB <br />4x CONT. SHAPED LEVELER <br />REINFORCEMENT OF EXIST. PURLINS <br />NOTES: <br />1. WOOD SCREWS SHALL BE INSTALLED IN ACCORDANCE WITH THE <br />MANUF. INSTALLATION INSTRUCTION <br />(E) 2x SUBPURLINS <br />@ 24" O.C. <br />1 <br />3 <br />/ <br />4 <br />" <br />2" <br />(E) 4x14 PURLINS <br />@ 8'-0" O.C., TYP. <br />(N) BEAM PER PLAN W/ 2 ROWS OF SIMP. "SDS25500" <br />SCREWS @ 24" O.C. STAGG. <br />ALTERNATE: 2 ROWS OF 1/2"Ø THRU BOLT <br />@ 24" O.C., TYP. <br />(E) PLYWOOD SHEATHING <br />4 <br />1 <br />2 <br />3 <br />BOXED BEAM TO BACK-TO-BACK JAMB <br />TOP TRACK <br />BACK-TO-BACK STUDS PER <br />PLAN W/#10 SDS @12" O.C. <br />STAGGERED TYP. (U.N.O) <br />#10 @12" O.C. TYP, ALT. <br />WELDING AS SHOWN <br />ALT. <br />C-STUD WHERE <br />OCCURS <br />JAMB TRACK <br />BACK-TO-BACK JAMB ASSEMBLY <br />#10 SDS @12" O.C <br />TO FLANGES. <br />ALT. WELDING AS <br />SHOWN <br />#10 SDS TOP TRACK <br />TO EA. FLANGE <br />(4)#10 SDS FROM BM <br />TO FLANGE OF <br />JAMBEA. SIDE <br />TYP. #10 @12" O.C. <br />AT TOP & BOT. <br />HEADER TRACK <br />BOX HEADER PER PLAN <br />(UNPUNCHED) <br />MIN 16GA TOP & BOT. <br />HDR TRACK <br />1/8 <br />2-12 <br />NOTES: <br />1- PROVIDE MIN 1" <br />BEARING BEAM TO <br />POST OR SIMPSON <br />SSC AS REQUIRED <br />2- WEB STIFFENERS <br />ARE REQUIRED AT EA. <br />END W/(6)#10 SDS TO <br />WEB JST. <br />7 NON-LOAD BEARING WALL CONNECTION DETAIL <br />FIN. FLR. <br />CEILING <br />WHERE OCCURS <br />CEMENT. BD. EA. SIDE <br />PER ARCH. <br />WALL FINISH PER <br />ARCH. <br />CONTINUOUS 600T162-54 <br />BOTT. TRACK W/ HILTI X-U. <br />0.157 DIA. WITH 1" MIN. <br />EMBEDMENT @ 16" O.C. <br />(ESR-2269) <br />REFER TO DETAIL <br />9/SD1.0 <br />600T162-54 TOP <br />SLIP TRACK W/ (4) <br />#10d SMS, TYP. <br />600S162-54 STUD <br />WALLS @ 16" O.C. <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />(E) ROOF SHEATHING <br />(E) ROOF FRAMING <br />WHERE OCCURS <br />8 <br />TOP TRACK CONNECTION DETAIL <br />(2) #10 SMS ,TYP. <br />(E) ROOF SHEATHING <br />(2) 10# SDS CREWS <br />@ 8" O.C. STAGG. @ EA. R.R. <br />600S162-54 @16" O.C <br />(E) R.R. WHERE <br />OCCURS <br />(E) ROOF SHEATHING <br />CONT. 4x F.H. BLK'G <br />2x R.R. SISTERED TO <br />(E) R.R. (SEE DETAIL <br />9-SD1.0) <br />(2) #10 SMS ,TYP. <br />600S162-54 @16" O.C <br />(2) 10# SDS CREWS <br />@ 8" O.C. STAGG. @ EA. R.R. <br />(E) R.R. WHERE <br />OCCURS <br />OPTION 1 <br />OPTION 2 <br />MIN. (1) BAY BLK'G EA. WAY <br />PAST POINT OF ANCHORAGE <br />9 <br />BOX HEADER CONNECTION <br />BOX HEADER PER <br />PLAN (UNPUNCHED) <br />MIN 16GA TOP & <br />BOT. HDR TRACK <br />TYP. #10 @12" O.C. <br />AT TOP & BOT. <br />HEADER TRACK <br />TYP. #10 @12" O.C. <br />AT TOP & BOT. <br />HEADER TRACK <br />600S162-54 <br />@32" O.C,TYP. <br />10 <br />CONNECTION DETAIL <br />(N) PWD SHT'G TO <br />MATCH EXISTING LEVEL <br />(N) 2X10 SISTER TO (E) R.R. <br />NAILING WHERE <br />OCCURS <br />(2) ROWS <br />OF 16d's <br />@6" O.C. <br />STAGGERED <br />B.N. <br />(N) R.R. PER PLAN <br />(N) CURB DETAIL <br />- SET-3G ESR #4057 <br />- SPECIAL INSPECTION REQUIRED <br />6" MIN <br />PER ARCH <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />#4 @ 18" O.C. MIN. 6" EMBEDMENT <br />OF DOWELS INTO EXISTING <br />CONCRETE W/ SIMPSON SET-3G <br />EPOXY, ESR #4057. PERIODIC <br />SPECIAL INSPECTION IS REQ'D. <br />STUD WALL <br />PER ARCH. <br />(WHERE OCCURS) <br />(E) CONC. SLAB <br />MIN CONTINUOUS 600T162-54 <br />BOTT. TRACK W/ HILTI X-U. <br />0.157 DIA. WITH 1" MIN. <br />EMBEDMENT @ 16" O.C. (ESR-2269) <br />#4 CONT. <br />11 <br />A <br />A <br />SHEET NO.: <br />PROJECT MANAGER: <br />S.W. <br />DATE: <br />JOB NO.: 25263 <br />04/07/2026 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />A <br />d <br />d <br />r <br />e <br />s <br />s <br />: <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br /> <br />( <br />P <br />H <br />A <br />S <br />E <br /> <br />3 <br />) <br />29 <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 />R <br />E <br />E <br />T <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 />9 <br />2 <br />7 <br />0 <br />5 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />: <br />543A2 <br />R <br />E <br /> <br />V <br /> <br />I <br /> <br />S <br /> <br />I <br /> <br />O <br /> <br />N <br />DA <br />T <br />E <br /> <br /> <br /> <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />6 <br />Core Structure, Inc. <br />From The Ground Up <br />STAMPED 04/01/2026 <br />201 E Sandpointe Ave. <br />Suite #400 <br />Santa Ana, CA 92707 <br />Phone: 949-954-7244 <br />info@corestructure.com <br />04 <br />/ <br />0 <br />1 <br />/ <br />2 <br />0 <br />2 <br />6 <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br />C <br />O <br />R <br />R <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br />SD1.0 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />DE <br />T <br />A <br />I <br />L <br />S