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3080 S Harbor Blvd - Plan
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Last modified
2/13/2026 5:03:08 AM
Creation date
2/13/2026 5:00:37 AM
Metadata
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Template:
Plan
Permit Number
101123703
101123704
Full Address
3080 S Harbor Blvd
Street Number
3080
Street Direction
S
Street Name
Harbor
Street Suffix
Blvd
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OPEN <br />SILL PER <br />SCHEDULE <br />LATERAL BRIDGING <br />WHERE REQUIRED <br />PER TYPICAL DETAIL <br />NOTES: <br />1. REFER TO S00 SERIES FOR GENERAL NOTES. <br />2. PROVIDE 16 GA STUDS MINIMUM WHERE EQUIPMENTS, CABINETS, <br />ELECTRICAL PANELS, ETC ARE ATTACHED TO STUDS. <br />REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL <br />DRAWINGS FOR LOCATIONS. PROVIDE BACKING PER TYPICAL DETAIL. <br />3. WHERE WALLS HAVE CABINETS / CASEWORK ON BOTH SIDES, USE <br />SPACING 12" OC WHERE 16" OC CALLED OUT. <br />4. TOP & BOTTOM TRACK SIZE TO MATCH WALL STUDS. TOP & BOTTOM TRACK <br />SHALL BE 1 GAUGE HEAVIER THAN WALL STUDS. <br />5. AT FULL HT TRACK FOR TYPE "C" JAMB, STOP TRACK 2" FROM FLOOR AND TOP <br />TRACK TO AVOID INTERFERENCE WITH SILL AND TOP TRACK S. <br />6. REFER TO ARCHITECTURAL SPECIFICATIONS AND DRAWINGS FOR WALL <br />THICKNESSES. <br />7. CONTRACTOR MAY USE PRO-X HEADERS (IAPMO REPORT # 0286) AT INTERIOR <br />NON-LOAD BEARING CONDITIONS IN LIEU OF THIS DETAIL. FOLLOW ALL <br />REQUIREMENTS AND ATTACH TO JAMB STUDS PER ICC REPORT. <br />8. INTERIOR STUD WALLS ARE DESIGNED TO LIMIT STUD DEFLECTION TO L/240, <br />WHERE L IS DEFINED AS THE STUD SPAN BETWEEN LATERALLY RESTRAINED <br />POINTS. <br />9. METAL STUD SIZES ARE IDENTIFIED AS NOTED BELOW: <br />DIAGRAMATIC INTERIOR METAL STUD WALL ELEVATION <br />INTERIOR METAL STUD <br />WALL SCHEDULE <br />STUD <br />DEPTH <br />STUD <br />DESIGNATION <br />3 5/8"362S162-33 @ 16" OC <br />8"800S162-43 @ 16" OC <br />600 S 162 -54 <br />INDICATES SECTION THICKNESS <br />(54 = 16GA) <br />INDICATES FLANGE WIDTH <br />(162 / 100 = 1 5/8") <br />INDICATES MEMBER DEPTH <br />(600 / 100 = 6 INCHES) <br />INDICATES STUD (S) OR <br />TRACK (T) SECTION <br />NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR <br />SPECIFIC INTERIOR WALL LAYOUT AND GEOMETRY. <br />STUD SIZE PER <br />PLAN AND SCHEDULE <br />OPEN <br />HEADER PER <br />SCHEDULE <br />BOTTOM TRACK <br />CONC CURB <br />WHERE OCCURS <br />PER ARCH DWG <br />(E)CONC OR <br />SLAB-ON-GRADE <br />UNDERSIDE OF SLAB <br />PER SCHEDULE <br />STUD HEIGHT 'H' <br />WALL MOUNTED MEP UNIT, <br />ARCH COMPONENT, ETC. <br />PER MECH/ARCH DWGS <br />SEE TYPICAL DETAILS FOR <br />REQUIRED WALL ASSEMBLY <br />AND WEIGHT LIMITATIONS <br />BACKING (T&B) <br />PER TYPICAL DETAIL <br />TYPICAL BOTTOM TRACK AND CONNECTION TO SLAB: <br />CONT XXXT150 BOTTOM TRACK <br />ONE GAUGE HEAVIER THAN VERT STUDS (16 GA MIN) <br />WITH #10 SMS EA FLANGE EA STUD <br />PROVIDE 0.157" DIA HILTI X-U PAF WITH 1" EMBED <br />@ 32" OC MAX STAGGERED (ICC ESR-2269) UNO <br />MAX HEIGHT <br />'H' <br />12'-0" <br />30'-0" <br />INTERIOR WALL OPENING SCHEDULE <br />MAX STUD <br />HEIGHT 'H' <br />7'-6" <br />MAXIMUM WALL <br />OPENING WIDTH JAMB SIZE HEADER SIZE SILL SIZE <br />4'-0"362S162-33 (2) 362T200-43 <br />(1) 362S200-43 362T150-33 <br />7'-6"6'-0"(2) 362S162-33 362T150-33 <br />7'-6"12'-0"(3)800S162-43 800T150-54 <br />PUNCHOUT NO CLOSER THAN DEPTH <br />OF HEADER TO CONNECTION (TYP) <br />JAMB PER <br />SCHEDULE <br />PROVIDE 0.157" DIA HILTI X-U PAF <br />WITH 1" EMBED @ 16" OC MAX <br />WHERE WALL MOUNTED UNIT FOR <br />ARCH COMPONENTS OCCURS <br />TOP TRACK PER <br />TYP <br />1g <br />S1.1.4 <br />S1.1.4 <br />1e <br />NOTE: COORDINATE WALL THICKNESS WITH ARCH. SIZES <br />SHOWN IN SCHEDULE ARE MIN REQUIREMENTS. IT IS <br />PERMITTED TO INCREASE DEPTH OF STUD PROVIDED <br />THAT STUD GAUGE AND SPACING MATCH REQUIREMENTS <br />SHOWN IN SCHEDULE <br />JAMB <br />TYPE <br />a1 <br />a2 <br />a4 <br />(2) 362T200-54 <br />(1) 362S200-54 <br />(2) 800T150-54 <br />(1) 800S162-54 <br />HEADER <br />TYPE <br />c2 <br />c2 <br />c3 <br />SILL <br />TYPE <br />b1 <br />b1 <br />b1 <br />JAMB SECTION CONFIGURATIONa <br />SINGLE-STUD JAMB DOUBLE-STUD JAMB <br />(BACK-TO-BACK) <br />(T&B) <br />1" MAX <br />2-12 <br />2-126" AT <br />BOTH ENDS <br />TYP <br />DOUBLE-STUD JAMB <br />(BOXED) <br />TRIPPLE-STUD JAMB <br />(BOXED) <br />(2) #10 SMS @ 12" OC <br />(FULL-HEIGHT) IN LIEU <br />OF WELDING CONN <br />1 2 3 4 <br />SILL <br />PER SCHEDULE <br />SINGLE SILL <br />SILL-TO-JAMB CONNECTIONb <br />L2x2x14 GA (T&B) x <br />STUD DEPTH W/ <br />(3)#10 SMS EA LEG <br />BACK-TO-BACK JAMB <br />STUDS PER DETAIL <br /> BOXED SILL <br />(T+S SECTIONS) <br />SILL <br />PER SCHEDULE <br />WHERE BACK-TO-BACK JAMB OCCURS <br />CAP OPENING SIDE OF JAMB WITH A SECTION <br />OF TRACK (XXXT150-54) <br />EXTEND TRACK 12" PAST TOP AND BOTTOM <br />OF OPENING AND ATTACH TO JAMB W/ (1) #10 SMS <br />@ 6" OC MAX IN EACH LEGEQ <br />EQ <br />1/2" <br />1/2" <br />1" <br />BACK-TO-BACK JAMB <br />STUDS PER DETAIL <br />L2x2x14 GAx STUD <br />DEPTH W/ (3)#10 SMS <br />EA LEG <br />EQ <br />EQ <br />1/2" <br />1/2" <br />1" <br />1 2 <br />SINGLE HEADER <br />HEADER-TO-JAMB CONNECTIONc <br />L2x2x14 GAx STUD <br />DEPTH W/ (3)#10 SMS <br />EA LEG <br />FULL-HEIGHT <br />JAMB STUD <br />HEADER <br />PER SCHEDULE <br />NESTED HEADER <br />IN-FILL STUDS <br />(1)#10 SMS <br />TYP EACH FLANGE <br />FULL-HEIGHT <br />JAMB STUD <br />HEADER <br />PER SCHEDULE <br />L2x2x14 GA (T&B) x <br />STUD DEPTH W/ <br />(3)#10 SMS EA LEG <br />EQ <br />EQ <br />1/2" <br />1/2" <br />1" <br />WHERE BACK-TO-BACK JAMB OCCURS <br />CAP OPENING SIDE OF JAMB WITH A SECTION <br />OF TRACK (XXXT150-54) <br />EXTEND TRACK 12" PAST TOP AND BOTTOM <br />OF OPENING AND ATTACH TO JAMB W/ (1)#10 SMS <br />@ 6" OC MAX IN EACH LEG <br />IN-FILL STUDS <br />(1)#10 SMS <br />TYP EACH FLANGE <br />HEADER <br />PER SCHEDULE <br />(2)#10 SMS <br />@ 16" OC <br />WHERE BACK-TO-BACK JAMB OCCURS <br />CAP OPENING SIDE OF JAMB WITH A SECTION <br />OF TRACK (XXXT150-54) <br />EXTEND TRACK 12" PAST TOP AND BOTTOM <br />OF OPENING AND ATTACH TO JAMB W/ (1)#10 SMS <br />@ 6" OC MAX IN EACH LEG <br />L2x2x14 GA (T&B) x <br />STUD DEPTH W/ <br />(3)#10 SMS EA LEG <br />EQ <br />EQ <br />1/2" <br />1/2" <br />1" <br /> BOXED HEADER <br />(BUILD-UP SECTIONS) <br />(2)#10 SMS <br />@ 16" OC <br />1 <br />2 3 <br />JAMB TO BOTTOM TRACK CONNECTIONe <br />(3) 0.157" DIA HILTI X-U PAF <br />WITH 1" EMBED INTO CONC <br />(EA SIDE OF JAMB) <br />BENT PL 12GA x4"x4" <br />W/ (4)#10 SMS TO JAMB <br />(EA SIDE OF JAMB) <br />#10 SMS <br />EA FLANGE <br />EA STUD <br />EQ <br />EQ <br />CL <br />3/4" <br />3/4" <br />TRIPLE-STUD JAMB <br />(PLAN VIEW) <br />CL <br />DOUBLE-STUD JAMB <br />(PLAN VIEW) <br />EDGE OF SLAB <br />WHERE OCCURS <br />BENT PL 14GA x3"x3" W/ <br />(2) 0.157" DIA HILTI X-U PAF <br />WITH 1" EMBED INTO CONC <br />AND (3)#10 SMS TO JAMB <br />CL <br />SINGLE-STUD JAMB <br />(PLAN VIEW) <br />BENT PL 14GA x3"x3" W/ <br />(2) 0.157" DIA HILTI X-U PAF <br />WITH 1" EMBED INTO CONC <br />AND (3)#10 SMS TO JAMB <br />TYP <br />2" <br />TYP <br />2" <br />TYPICAL BOTTOM TRACK <br />ATTACHMENT PER TYPICAL <br />DIAGRAMMATIC INTERIOR <br />WALL ELEVATION <br />TYP <br />2" <br />TYP <br />2" <br />TYPICAL BOTTOM TRACK <br />ATTACHMENT PER TYPICAL <br />DIAGRAMMATIC INTERIOR <br />WALL ELEVATION <br />TYP <br />2" <br />TYP <br />2" <br />#10 SMS <br />EA FLANGE <br />EA STUD <br />NOTE: <br />BOXED JAMB <br />IS SIMILAR <br />#10 SMS <br />EA FLANGE <br />TYPICAL BOTTOM TRACK <br />ATTACHMENT PER TYPICAL <br />DIAGRAMMATIC INTERIOR <br />WALL ELEVATION <br />1 2 3 <br />BLOCKING OR CONT <br />JOIST <br />INTERIOR METAL STUD <br />PER ARCH DWGS <br />(2) #10 SMS EACH BLKG OR <br />EACH JOIST <br />TOP TRACK CONNECTION <br />TO UNDERSIDE OF FRMGf <br />NOTE: WHERE (E) BLKG DOES NOT OCCUR <br />ADD 4x4 BLKG BETWEEN (E) JOISTS <br />EQ <br />EQ <br />1 <br />1 <br />/ <br />2 <br />" <br />CL <br />TYP <br /> 1/4" <br />2 <br />1 <br />/ <br />2 <br />" <br />2 1/2" <br />TYP CTS-W SLOTTED TRACK WITH <br />DRIFT SLOTS BY CEMCO (ICC ESR-2012) <br />ONE GAUGE HEAVIER THAN <br />VERT STUD (16 GA MIN) <br />CL <br />TYP <br /> 1/4" <br />2 <br />1 <br />/ <br />2 <br />" <br />LOCATION <br />OF SPLICE <br />EQ <br />EQ <br />1 <br />1 <br />/ <br />2 <br />" <br />CL <br />TYP <br /> 1/4" <br />1/ <br />2 <br />" <br /> 1" <br />1/ <br />2 <br />" <br />2 <br />1 <br />/ <br />2 <br />" <br />SLOTTED TOP TRACK <br />DRIFT / SLIP TOP TRACK <br />SPLICE CONDITION <br />NOTE: <br />WALL FINISH TO STOP 1" BELOW THE <br />BOTTOM OF SLOTTED TRACK TO ALLOW <br />FOR SLOTTED TRACK DEFLECTION. <br />CTS-300 SLOTTED TRACK BY CEMCO <br />(ICC ESR-2012) <br />ONE GAUGE HEAVIER THAN <br />VERT STUD (16 GA MIN) <br />TOP TRACK PROFILEg <br />2"TYP <br />3" MAX <br />EA SIDE <br />TYPICAL TOP TRACK ATTACHMENT <br />PER TYPICAL DETAIL f <br />JAMB WHERE <br />OCCURS <br />CENTERLINE OF <br />#10 SMS EA FLANGE <br />EA STUD <br />ONE ADDITIONAL ATTACHMENT <br />EA SIDE OF JAMB (WHERE OCCURS) <br />ATTACHMENT SIZE TO MATCH <br />TYPICAL TOP TRACK ATTACHMENT <br />PER TYPICAL DETAIL f <br />4" <br />TYP <br />NOTE: <br />WALL FINISH TO STOP 1" BELOW THE <br />BOTTOM OF SLOTTED TRACK TO ALLOW <br />FOR SLOTTED TRACK DEFLECTION. <br />JAMB WHERE <br />OCCURS <br />ONE ADDITIONAL ATTACHMENT <br />EA SIDE OF JAMB (WHERE OCCURS) <br />ATTACHMENT SIZE TO MATCH <br />TYPICAL TOP TRACK ATTACHMENT <br />PER TYPICAL DETAIL f <br />CENTERLINE OF <br />#10 SMS EA FLANGE <br />EA STUD <br />TYPICAL TOP TRACK ATTACHMENT <br />PER TYPICAL DETAIL f <br />CENTERLINE OF <br />#10 SMS EA FLANGE <br />EA STUD <br />(2) ADDED CONNECTION <br />TO UNDERSIDE OF DECK <br />(EA SIDE OF SPLICE) <br />ATTACHMENT SIZE TO MATCH <br />TYPICAL TOP TRACK ATTACHMENT <br />PER TYPICAL DETAIL <br />AD <br />D <br />E <br />D <br />VE <br />R <br />T <br /> <br />S <br />T <br />U <br />D <br />AD <br />D <br />E <br />D <br />VE <br />R <br />T <br /> <br />S <br />T <br />U <br />D <br />3" MAX <br />3" MAX <br />2"TYP <br />f <br />1 <br />2 <br />3 <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 />No. 6250 <br />FFOHSIB <br />RYANW. <br />REGISTEREDPROFESSIONALENGINEER <br />STRUCTURALSTATEOFCALIFORNIA <br />DATE: <br />FOR BRANDOW & JOHNSTON <br />ISSUES AND REVISIONS <br />JOB NUMBER <br />SCALE <br />PROJECT <br />TEAM <br />All specifications, drawings, concepts, designs, arrangements, intellectual and written material represented herein constitute <br />unique and unpublished work of H. Hendy Associates and may not be copied, used by or disclosed to others without written <br />consent of H. Hendy Associates. <br /> 2023 H.HendyAssociatesc <br />DATE <br />240254 <br />As <br />indicated <br />04463.0000.24 <br />3080 S HARBOR BLVD <br />SANTA ANA, CA 92704 <br />METAL STUD DETAILS <br />S1.1.4 <br />MCGUFF <br />01/02/25 <br />SCALE: 1/2" = 1'-0"S1.1.4 <br />TYPICAL INTERIOR METAL STUD WALL CONSTRUCTION 1 <br />DETAIL ID: EMST-INTS-01 <br />NO. DESCRIPTION DATE <br />PLAN CHECK SUBMITTAL 3/17/25 <br />3/17/2025
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