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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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PERPENDICULAR TO JOISTS <br />KICKER SIZE & <br />SPACING PER <br />SECTION <br />(4)#12 SMS <br />SCREWS <br />PARALLEL TO JOISTS <br />KICKER SIZE & <br />SPACING PER <br />SECTION <br />(4)#12 SMS <br />SCREWS <br />1 <br />1 UNO <br />1 <br />1 UNO <br />(E) SHEATHING <br />SIMPSON A35 EACH SIDE W/ <br />#6x1/2" PAN HEAD SCREWS <br />TO PLYWOOD <br />4x BLKG W/ SIMPSON <br />FACEMOUNT HANGER <br />EACH END <br />(E) SHEATHING <br />(E) SUB PURLIN <br />(E) SUB PURLIN <br />NOTCHED TRACK BLOCKING <br />(2) #10 SMS <br />(LOW PROFILE HEAD) <br />INTERIOR STUD PER <br />SCHEDULE & ARCH DWGS <br />(16 GA MIN) <br />FLAT STRAP BLOCKING <br />CONT STRAP <br />4" x 16 GA <br />1" <br />TYP <br />1" <br />TYP <br />EQEQ <br />ATTACHMENT TO BACKING <br />PER MEP/ARCH DWGS <br />EXTEND BLOCKING AT LEAST ONE BAY <br />ON EACH SIDE OF THE ATTACHMENT POINT <br />NOTE: <br />FLAT STRAP BRACING FOR CONDITIONS <br />WHERE MAXIMUM DOWNWARD LOAD <br />AT THE POINT OF ATTACHMENT <br />DOES NOT EXCEED 20 LBS <br />(BETWEEN CONSEQUENT WALL STUDS). <br />ATTACHMENT TO BACKING <br />PER MEP/ARCH DWGS <br />EXTEND BLOCKING AT LEAST ONE BAY <br />ON EACH SIDE OF THE ATTACHMENT POINT <br />1" <br />TYP <br />1" <br />TYP <br />EQ EQ <br />NOTE: <br />SINGLE WALL STUDS FOR CONDITIONS <br />WHERE MAXIMUM DOWNWARD LOAD <br />AT THE POINT OF ATTACHMENT <br />DOES NOT EXCEED 100 LBS <br />(BETWEEN CONSEQUENT WALL STUDS). <br />(3)#10 SMS <br />(LOW PROFILE HEAD) <br />@ EACH STUD <br />INTERIOR STUD PER <br />SCHEDULE & ARCH DWGS <br />(16 GA MIN) <br />CONT BACKING <br />600T150-43 <br />NOTCH T&B FLANGES <br />OVER WALL STUDS <br />NOTCHED TRACK BLOCKING <br />ATTACHMENT TO BACKING <br />PER MEP/ARCH DWGS <br />EXTEND BLOCKING AT LEAST ONE BAY <br />ON EACH SIDE OF THE ATTACHMENT POINT <br />1" <br />TYP <br />1" <br />TYP <br />EQ <br />NOTE: <br />DOUBLE WALL STUDS FOR CONDITIONS <br />WHERE MAXIMUM DOWNWARD LOAD <br />AT THE POINT OF ATTACHMENT <br />DOES NOT EXCEED 250 LBS <br />(BETWEEN CONSEQUENT WALL STUDS). <br />WHERE DEMANDS EXCEED 250 LBS SEE <br />PLAN FOR CASE SPECIFIC DETAIL <br />(3)#10 SMS <br />(LOW PROFILE HEAD) <br />@ EACH STUD <br />INTERIOR STUD (16 GA MIN) <br />PER SCHEDULE & ARCH DWGS <br />CONT BACKING <br />600T150-43 <br />NOTCH T&B FLANGES <br />OVER WALL STUDS <br />A <br />B <br />C <br />MIN <br />6" <br />FINISH CEILING <br />PER ARCH DWG <br />1 <br />1 TO 2 <br />(3) #10 SMS <br />EA END <br />ALTERNATE KICKER <br />LOCATION <br />400S162-54 KICKER <br />@ 4'-0" OC MAX (TYP) <br />WHERE DIM 'a' EXCEEDS 6'-0" <br />PROVIDE (2) 400T150-54 <br />(BACK-TO-BACK) <br />BENT PL 14 GAx4"x4" <br />CONT TRACK (ONE GAUGE <br />HEAVIER THAN WALL STUD) <br />PER TYPICAL INTERIOR <br />METAL STUD WALL DETAIL <br />(E) SHEATHING(E) SHEATHING <br />S1.1.5 <br />10 <br />S1.1.5 <br />10 <br />JOIST PER PLAN <br />FINISH PER ARCH <br />(E) CONCRETE WALL <br />CONT 16 GA LEDGER TRACK <br />W/ HILTI "X-U" FASTENERS <br />FROM CLIP ANGLE TO <br />CONCRETE WALL (EMBED 3/4" <br />MIN PER ESR-2269) & #10 SMS <br />@ EA FLANGE OF EA JOIST <br />NOTE: FOR X-STRAP CONNECTION AT (E) CONC WALL SEE <br />15 <br />S1.1.5 <br />3' - 6" MAX <br />JOIST PER PLAN <br />JOIST @ WALL W/ (3) <br />#10 SMS EA STUD <br />X-STRAP PER PLAN <br />SECURE ENDS OF STRAPS PER <br />CONT BLOCKING PER . <br />7 <br />S1.1.5 <br />WALL STUDS PER PLAN <br />(2) BAYS CONT BLOCKING @48"OC PER .7 <br />S1.1.5 <br />11 <br />S1.1.5 <br />X-STRAP PER PLAN <br />JOIST PER PLAN <br />SECURE ENDS OF STRAPS PER <br />CONT 16 GA TRACK @ ENDS <br />OF JOISTS W/#10 SMS AT <br />EACH FLANGE <br />CONT BLOCKING PER .7 <br />S1.1.5 <br />(3)#10 SMS EACH STUD <br />WALL STUDS PER PLAN <br />3' - 6" MAX <br />11 <br />S1.1.5 <br />METAL STUD WALL <br />PER PLAN <br />CONT BLOCKING <br />WP <br />16GA GUSSET PL <br />W/ (6) #10 SMS AT <br />EA CONT BLKG <br />(12) TOTAL <br />6" MIN <br />6" MIN <br />3/4" MIN EDGE DISTANCE TYP <br />1 1/2" MIN SPACING TYP <br />CONT BLOCKING <br />X-STRAP PER PLAN W/ (2) #10 <br />SMS AT EA CEILING JOIST W/ <br />(6) #10 SMS TO GUSSET <br />NOTE: FOR X-STRAP CONNECTION AT (E) CONCRTE WALL SEE 15 <br />S1.1.5 <br />METAL STUD WALL <br />PER PLAN <br />CONT BLOCKING <br />WP <br />16GA GUSSET PL W/ (6) <br />#10 SMS AT EA CONT <br />BLKG (12) TOTAL <br />6" MIN <br />12" MIN <br />X-STRAP PER PLAN W/ (2) #10 <br />SMS AT EA CEILING JOIST W/ <br />(6) #10 SMS TO GUSSET <br />1 1/2" MIN SPACING TYP <br />3/4" MIN EDGE DISTANCE TYP <br />CONT TRACK <br />(E) CONC WALL <br />16GA CLIP TO BE ATTACHED <br />W/ (2) #10 SMS TO "CRC" <br />& (2)#10 SMS TO STUD <br />(LENGTH SHALL BE 1/4" <br />SHORTER THAN STUD WIDTH <br />AT EA END) <br />WHERE BRACING TERMINATES <br />AT BUILT-UP JAMB OR POST, <br />EXTEND "CRC" INTO PUNCH- <br />OUT <br />ATTACH "CRC" TO JAMB OR <br />POST <br />LATERAL BRACING SPLICE <br />(WHERE OCCURS) PROVIDE: <br />(1)12" LONG "CRC" INVERTED <br />OVER CENTER OF SPLICE W/ (3)# <br />10 SMS <br />ON EACH SIDE OF SPLICE <br />NOTES: <br />1. SIMPSON SUBH/MSUBH BRIDGING CONNECTORS MAY BE <br />USED AS ALTERNATES TO 16GA CLIPS AT STUDS. <br />2. PROVIDE LATERAL BRIDGING WHERE RIGID WALL <br />SHEATHING DOES NOT OCCUR FULL-HEIGHT ON BOTH <br />SIDES (FLANGES) OF STUD WALL. <br />16GA "CRC" <br />(COLD ROLLED CHANNEL) <br />@4'-0" OC <br />TYPICAL JAMB <br />CORNER OR WALL <br />INTERSECTON <br />16 GA SOLID BLOCK -FIT <br />SNUG IN EACH STUD BAY <br />1 1/2"x 1 1/2"x 16 GA 50 ksi <br />SUPPORT CLIP. 5" LONG <br />WITH (2) SMS EACH LEG <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 />S1.1.5 <br />MCGUFF <br />01/02/25 <br />SCALE: 1 1/2" = 1'-0"S1.1.5 <br />TYPICAL METAL STUD KICKER TO (E) ROOF 10 <br />DETAIL ID: MTS-MISC-01 <br />SCALE: 1 1/2" = 1'-0"S1.1.5 <br />TYPICAL WALL BACKING DETAIL 4 <br />DETAIL ID: MTS-MISC-02 <br />SCALE: 1" = 1'-0"S1.1.5 <br />TYPICAL PARTIAL-HEIGHT INTERIOR STUD WALL DETAIL 1 <br />DETAIL ID: MTS-MISC-04 <br />SCALE: 1" = 1'-0"S1.1.5 <br />JOIST TO CONCRETE WALL CONNECTION 8 <br />SCALE: 1" = 1'-0"S1.1.5 <br />JOIST PARALLEL TO WALL CONNECTION 12 <br />SCALE: 1" = 1'-0"S1.1.5 <br />JOIST PERPENDICULAR TO WALL CONNECTION 16 <br />SCALE: 1 1/2" = 1'-0"S1.1.5 <br />TYPICAL FLAT STRAP CONNECTION DETAIL 11 <br />SCALE: 1 1/2" = 1'-0"S1.1.5 <br />FLAT STRAP CONNECTION @ (E) CONC WALL DETAIL 15 <br />SCALE: 1 1/2" = 1'-0"S1.1.5 <br />TYPICAL STUD LATERAL BRIDGING DETAIL 6 <br />DETAIL ID: MTS-MISC-06 <br />SCALE: 1" = 1'-0"S1.1.5 <br />CONTINUOUS WALL BRIDGING 7 <br />NO. DESCRIPTION DATE <br />PLAN CHECK SUBMITTAL 3/17/25 <br />3/17/2025
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