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S-0.20 <br />4 <br />2 <br />3 <br />5 <br />6 <br />TY <br />P <br />I <br />C <br />A <br />L <br /> <br />C <br />O <br />L <br />D <br />FO <br />R <br />M <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />110 <br />9 <br />12 <br />8 <br />STUD BRACING W/ STRAPPING & SHTH'G MATERIAL <br />WALL <br />FRAMING <br />1-1/2"x43 MIL <br />FLAT STRAP <br />WALL <br />SHEATHING <br />NO.10 SCREW <br />@ EACH STRAP TO STUD <br />2 NO.10 SCREWS <br />@ STRAP TO BLOCKING <br />BEND SECTION OR CLIP <br />FLANGE TO FORM VERTICALSTUD/TRACK BLOCKING <br />@ EACH END OF STRAP <br />& INTERMITTENTLY EVERY 12' <br />SPAZZER ™ 9200 LAP DETAIL <br />SPAZZER™ 9200 <br />BRIDGING/SPACER BAR <br />INSTALL PER MANUFACTURER'S <br />INSTRUCTIONS. <br />TYPICAL <br />STUD <br />2" LAP AT <br />PUNCHOUT <br />(2)DRYWALL SCREWS <br />(2)DRYWALL <br />SCREWS <br />SPAZZER™ 9200 <br />SECTION <br />SINGLE TRACK HDR & SILL <br />SECTION OF CEMCO STUD. <br />SCREW ATTACH TO JAMB <br /> W/4-#10 SCREWS (NOT SHOWN) <br />SCREW ATTACH AT <br />EACH FLANGE(#10 SCREW) <br />JAMB STUD <br />BOTTOM TRACK <br />CRIPPLE STUD <br />FASTEN TO MAIN <br />STRUCTURE MIN #10 SCREWS <br />@ 12" O.C. UNO ON PLANS OR <br />SHEAR WALL SCHEDULE. <br />SILL TRACK <br /> HEADER TRACK <br /> CRIPPLE STUD <br />SCREW ATTACH AT EACH FLANGE ( #10 SCREW) <br />SECTION OF STUD. <br />SCREW ATTACH TO JAMB W/4-#10 SCREWS <br />6" <br /> <br />M <br />I <br />N <br />CAP OPENING SIDE OF JAMB W/TRACK <br />(MIN 18 GAUGE). EXTENDED 6'' ABOVE HEADER <br />& 6'' BELOW SILL & CONNECT W/#10 @12" O.C. <br />(EA. FLANGE) <br />BACK-TO-BACK JAMB STUDS (PER PLAN) <br />SCREW ATTACH WITH #10 @12" O.C. <br />STAGGERED <br />CONDITION A- SINGLE JAMB <br />CONDITION B- BACK TO BACK JAMB <br />LARGE OPENING-BOXED HDR CONNECTION DETAIL <br />SCREW ATTACH AT <br />EACH FLANGE W N1#10 (N1 PER <br />TABLE SCHEDULE) <br />SINGLE/DOUBLE BACK TO BACK <br />STUDS PER PLAN <br />CAP OPENING SIDE OF JAMB W/ TRACK <br />EXTENDED 6'' ABOVE HEADER <br />& 6'' BELOW (MIN 16 GAUGE) <br />PIECE OF TRACK <br />( 16 GAUGE, W/ 1.5" FLANGE WIDTH, MIN) <br />HEADER UNPUNCHED <br />STUDS (PER PLAN) <br />TRACKS TOP & BOTTOM <br />CRIPPLE STUD <br />SCREW ATTACH TOP AND <br />BOTTOM TRACKS <br />W#10@12" O.C. TYP. <br />#10 SCREWS @ 12" O.C. AT DOUBLE <br />BACK TO BACK CONDITION ONLY (STAGGERED) <br />SCREW ATTACHMENT TO HDR WEB <br />(EA.SIDE) W/ N2 #10 (N2 PER TABLE) <br />SCREW ATTACHMENT TO JAMB/CAP <br />W/ N3 #10 (N3 PER TABLE) <br />HDR <br />SECTION <br />HDR GAUGE <br />(MIL)N1 N2 N3 ALLOWABLE <br />CAPACITY(#) <br />18 (43)600S 3 <br />16 (54) & HIGHER <br />3 6 1500# <br />3000# (NOTE 1) <br />18 (43)800S 4 <br />16 (54) & HIGHER <br />4 8 2000# <br />4000# (NOTE 1) <br />18 (43)1000S 5 <br />16 (54) & HIGHER <br />5 10 2500# <br />5000# (NOTE 1) <br />18 (43)1200S <br />& DEEPER 6 <br />16 (54) & HIGHER <br />6 12 3000# <br />6000# (NOTE 1) <br />NOTES: <br />1- CONNECTION CAPACITY BASED <br />ON MIN 16 GA (54 MIL) JAMB STUD <br />2- CAPACITIES INDICATED ARE ONLY <br />FOR CONNECTION CAPACITY. SEE PLANS <br />FOR REQUIRED HDR SECTION. <br />3- FOR NON-LOAD BEARING HDRS UP TO <br />8FT SPAN, USE 2-600S137-43. <br />4- FOR NON-LOAD BEARING HDRS UP TO <br />12FT SPAN, USE 2-800S137-43. <br />5- FOR LOAD BEARING HDRS SEE PLANS. <br />6- FOR ENGINEER: CAPACITIES INDICATED <br />DO NOT CONSIDER BEAM SHEAR & <br />BENDING, CHECK AND DESIGN FOR THEM. <br />WALL FRAMING <br />INTERSECTION FRAMING <br />CORNER FRAMING <br />SCREWS <br />AS REQUIRED <br />SCREWS <br />AS REQUIRED <br />STUD OR CLIP ANGLES <br />AS REQUIRED FOR <br />STUD CONNECTION <br />WALL TRANSITION <br />SCREWS <br />AS REQUIRED <br />NOTES: <br />- CONNECT MULTI-STUD AND <br />CORNER TOGETHER W/#10 SDS <br />@12" O.C. U.N.O <br />CONNECTION DETAIL <br />PIECE OF CEMCO STUD OR <br />TRACK BLOCKING MIN 18GA <br />(43 MIL) THICK TO MATCH <br />DEPTH FLOOR JOIST, <br />(INSTALL AT ENDS OF FLOOR <br />SYSTEM, ADJACENT TO OPENINGS <br />AND @ MAX 8'-0'' O.C.) <br />1 1/2'' WIDE x 18GA (43 MIL) <br />THICK TOP & BOTTOM FLAT <br />STRAP (STRAP TO START AND <br />END ON SOLID BLOCKING) <br />ATTACH CLIP TO JOIST <br />& BLOCKING <br />ATTACH STRAP TO <br />BLOCKING W/ 4-#10 MIN. <br /> CFS FLOOR JOISTSSIMSPSON CLIP OR EQUIVALENT, <br />PER TABLE T1, w/3-#10 <br />SCREWS EACH LEG(MIN) <br />NOTE: <br />TOP STRAP NOT REQUIRED <br />IF TOP SIDE IS FULLY/ <br />CONTINUOUSLY SHEATHED <br />9"11-1/4" - 14" <br />7" <br />5" <br />TABLE T.1 <br />JOIST DEPTH <br />9-1/4" - 10" <br />7-1/4" - 8" <br />CLIP LENGTH (X) <br />18 GAUGE MIN <br />1. <br />2. FOR ALTERNATE DETAIL <br />USING " SB" SURE BRIDGE <br />SEE DETAIL15 <br />ATTACH EA. FLANGE <br />W/ 1-#10 MIN. <br />CORNER FRAMING DETAIL <br />NO.8 SCREWS <br />TRACK <br />EXTERIOR WALL <br />STUD <br />EXTERIOR GYPSUM <br />WALL BOARD FINISH <br />TRACK <br />2 NO.10 SCREWS <br />@ 24" O.C. CONNECTING <br />CORNER STUDS. <br />4 - NO.10 SCREWS AT <br />LAPPED TRACK <br />CLIP TRACK FLANGE <br />AT LAP JOINT <br />PLAN <br />ALT. PLAN <br />7 <br />RIM TRACK SPLICE <br />PIECE OF CFS JOIST <br />SAME SIZE AND GAUGE AS <br />TRACK (16'' LONG) <br />SCREW ATTACH EACH <br />END (8)#10 EA. LEG (16 TOTAL) <br />RIM TRACK <br />TRACK SPLICE <br />SILL TRACK <br />SCREW ATTACH BOTH ENDS OF SILL <br />TRACK TO SHORT SECTION OF STUD <br />W/ 4#10 SCREWS ON BOTH SIDES <br />STUD SAME SIZE AS WALL <br />STUDS, SAME GA, AS TRACK <br />11 NON-LOAD BR'G WALL-SLIP TRACK DETAIL <br />1/2" DEFLECTION <br />GAP <br />CFS STUD PER PLAN <br />#8 x 9/16" <br />WAFERHEAD FRAMING <br />SCREWS (TYP.) <br />TOP TRACK WHERE <br />OCCURS ( SLIP <br />TRACK) <br />BUILT UP FRAMING <br />WELD BOX BEAMBUILT UP BEAM <br />FOUR PIECES <br />THREE PIECES <br />TWO PIECES <br />1/8"1@12 <br />TOP & <br />BOTTOM <br />C-STUD/JOIST <br />PER PLAN <br />C-STUD/JOIST <br />PER PLAN <br />#10 SDS <br />@12" O.C. <br />STAGGERED <br />MIN 16GA <br />TRACK OR <br />SAME GAUGE <br />WITH BM AT <br />TOP AND <br />BOT.. <br />TYP. #10 <br />SDS @12" <br />O.C. TRACK <br />TO BM <br />BOTH SIDE <br />AS SHOWN <br />#10 SDS <br />@12" O.C. <br />TRACK WEB <br />TO BM FLANGE <br />@TOP & BOT. <br />AS SHOWN <br />C-STUD/JOIST <br />PER PLAN <br />1/8"1@12 <br />TOP & <br />BOTTOM <br />1/8"1@12 <br />TOP & <br />BOTTOM <br />TYP. #10 SDS <br />@12" O.C. <br />ATTACH STUD <br />TOGETHER <br />(STAGGERED) <br />3"X4"X18GA THICK <br />PLATE W/(2)#10 <br />SDS TO EA STUD, <br />@24" O.C. <br />AS REQUIRED <br />TYP. #10 SDS <br />@12" O.C. <br />ATTACH STUD <br />TOGETHER <br />BACK-TO-BACK <br />STUD / POST <br />BOX <br />STUD / POST <br />C-STUD / POST <br />WHERE OCCURS <br />1/8"1@12 ALT. <br />NOTES: <br />- INSTALL WEB STIFFENER AT EACH END AND MID SUPPORT OF <br />BEAM & PROVIDE ONE STIFFENER AT EACH JOIST. <br />- ATTACH STUDS TOGETHER W/#10 @12" O.C. (U.N.O.) OR ALT. <br />USE 1/8" WELD 1" LONG @12" O.C. <br />"SB" SURE BRIDGE BRACING DETAIL <br />SURE-BRIDGE BRIDGING <br />CEMCO SSCJ FLOOR JOISTS <br />SCREW ATTACH <br />EACH FLANGE, TYP <br />BRIDGING FOR 1-3/4" FLANGE JOISTS <br />THICKNESS <br />(MIL) <br />PART <br />NUMBER <br /> 43 <br />(NO. 18) <br />175SB4312 <br />175SB4316 <br />175SB43192 <br />175SB4324 <br />LENGTH <br />10" <br />14" <br />17-1/4" <br />22" <br />JOIST <br />SPACING <br />12" O.C. <br />16" O.C. <br />19.2" O.C. <br />24" O.C. <br />BRIDGING FOR 2" FLANGE JOISTS <br />200SB4312 <br />200SB4316 <br />200SB43192 <br />200SB4324 <br />9-3/4" <br />13-3/4" <br />17" <br />21-3/4" <br />12" O.C. <br />16" O.C. <br />19.2" O.C. <br />24" O.C. <br />NOTE: <br />TOP SIDE OF JOIST SHALL BE <br />FULLY/ CONTINUOUSLY SHEATHED. <br /> 43 <br />(NO. 18) <br />THICKNESS <br />(MIL) <br />PART <br />NUMBER LENGTH JOIST <br />SPACING <br />IN LINE FRAMING <br />BEARING WEB <br />STIFFENER <br />TOP TRACK <br />C-STUD BELOW <br />C.L. STUD <br />HORIZONTAL <br />FRM'G <br />MEMBER <br />BEARING WEB <br />STIFFENER <br />TOP TRACK <br />C-STUD BELOW <br />HORIZONTAL <br />MEMBER <br />C.L. BEARING <br />STIFFENER <br />3/4" MAX <br />HORIZONTAL <br />FRM'G MEMBER <br />VERTICAL <br />FRM'G <br />MEMBER <br />3/4" MAX <br />VERTICAL <br />FRM'G <br />MEMBER <br />1/8" MAX FROM <br />WEB OF HORZ. <br />MEMBER TO <br />EDGE OF VERT. <br />MEMBER <br />HORIZONTAL <br />FRM'G MEMBER <br />VERTICAL <br />FRM'G MEMBER <br />3/4" MAX <br />C.L. HORZ. <br />MEMBER <br />C.L. STUDC.L. STUDC.L. STUD <br />SHEET NO.: <br />PROJECT MANAGER: <br />S.W. <br />DATE: <br />JOB NO.: 25263 <br />04/01/2026 <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 />54312 <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 />BU <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br /> <br />C <br />O <br />R <br />R <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br />13