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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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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 />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 BLK <br />24" 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 />-PU <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 />-PU <br />R <br />L <br />I <br />N <br />(2)2x4 <br />NOTE: <br />FOR LARGER ROOF OPENING SEE & <br />CONDITION A <br />48" SQ <br />CONDITION B <br />24" SQ <br />CONDITION A <br />21 1/2" SQ <br />(E)2x <br />(E)2x <br />(E)2x <br />2x8 <br />2x8 <br />(E)2x <br />(E)2x <br />(E)2x <br />(E)JOIST <br />DETAIL <br />(E)2x <br />(E)2x <br />(N)2x <br />(N)2x <br />LARGE OPENING <br />(E)EN (TYP) <br />JOIST <br />(E)2x <br />(E)2x <br />SMALL OPENING <br />NOTES: <br />1. THIS DETAIL SHALL BE USED FOR EXISTING CONSTRUCTION GC. <br /> TO COORDINATE DIMENSIONS AND LOCATIONS OF OPENINGS. TYP. U.N.O. <br />2. FOR OPENINGS AT NEW CONSTRUCTION SEE <br />3. FOR MECHANICAL EQUIPMENT CURB DETAIL SEE <br />4. USE OF THIS DETAIL IS SUBJECT TO ARCHITECTS/ENGINEERS APPROVAL <br /> UNLESS OPENINGS ARE SHOWN ON PLANS, TYP. <br />(2) 2x TO MATCH (E)2x JOIST <br />x14'-0" MAX. SPAN W/ SIMPSON <br />HU JOIST HANGER EA END <br />EDGE NAIL SHEATHING TO <br />ALL MEMBERS FRAMING <br />EDGE OF OPENING (TYP) <br />SIMPSON U-JOIST HANGERS <br />(TYP)4x <br /> <br />T <br />O <br /> <br />M <br />A <br />T <br />C <br />H <br />(E <br />) <br />J <br />O <br />I <br />S <br />T <br /> <br />D <br />E <br />P <br />T <br />H <br />EDGE NAIL SHEATHING TO <br />ALL MEMBERS FRAMING <br />EDGE OF OPENING (TYP) <br />(E)FRAMING SPACING (16"± OC TYP <br />AT 32"OC MAX @ ROOF) FIELD VERIFY (TYP) <br />2x6 W/ SIMPSON <br />U-JOIST HANGER <br />EA END <br />ADDED 2x JOIST WHEN SPAN <br />IS LARGER THAN 14'-0" BUT LESS <br />THAN 18'-0" <br />2-16d <br />@12"OC <br />A <br />B <br />C <br />C4x <br /> <br />T <br />O <br /> <br />M <br />A <br />T <br />C <br />H <br />(E <br />) <br />J <br />O <br />I <br />S <br />T <br /> <br />D <br />E <br />P <br />T <br />H <br />(E) JOISTS OR RAFTERS FOR SIZE AND <br />SPACING, SEE FRAMING PLANS <br />4'-0" MAX <br />C <br />48" CLR MAX <br />36" CLR MAX <br />METAL CURB W/ <br />1/2"DIAx4" LONG LAG <br />BOLTS PER MFR <br />LAYOUT (4 MIN TOTAL) <br />4x BEAM PER PLAN <br />W/ SIMPSON 'LUS' <br />HANGER EA END <br />SIMPSON BC40 HALF <br />BASE@ 2'-0"OC & WITHIN <br />6" EACH END (3 MIN EACH <br />SIDE) EACH <br />LONGITUNDINAL SIDE W/ <br />SIMPSON SD10212 <br />SCREWS. FILL ALL HOLES <br />2x6@12"OC PLATFORM JOIST <br />(PROVIDE 4x OR 4x BLOCK AT <br />UNIT ANCHOR <br />4x BEAM (RIPPED FOR <br />LEVELING AT EDGE OF <br />PLATFORM <br />3/4" APA SHEATHING W/ <br />10d@6"OC EN & 10d@12" <br />OC FN <br />(E)PURLIN <br />SIMPSON A35 <br />CLIP @24"OC <br />NOTE: WHERE (E) ROOFTOP PLATFORM IS BEING REUSED, <br />CONTRACTOR TO VERIFY CONSTRUCTION OF (E) PLATFORM <br />EXCEEDS OR MEETS REQUIREMENTS SHOWN ON THIS <br />DETAIL. REMOVE AND REPLACE (E) PLATFORM AS REQUIRED <br />VERIFY (E)EDGE NAILING <br />NEW SHEATHING TO MATCH <br />(E)1/2" MIN <br />(E) SUB PURLIN <br />10d@4"OC AROUND <br />PERIMETER <br />(E)SHEATHING <br />NEW 2x AROUND OPENING W/ <br />3" SIMPSON SDWS STAGGERED <br />@12"OC & 6" FROM EACH END <br />NOTE: <br />1. MINIMUM SHEATHING SIZE TO BE 2'-0"x2'-0" <br />EF PER PLAN <br />ROOF FLASHING PER ARCH <br />ROOF CURB PER MECHANICAL W/ <br />(4)-1/2" DIA x4" LONG LAG BOLTS PER <br />MFR LAYOUT (1 EACH CORNER MIN) <br />AIR SHAFT <br />(E) EXHAUST <br />(E)SHEATHING <br />MACHINE BOLT PER <br />MECHANICAL (4 MIN) <br />4x8 PER PLAN <br />METAL CURB W/ <br />1/2"DIAx4" LONG LAG <br />BOLTS PER MFR <br />LAYOUT (4 MIN TOTAL) <br />CONT 4x BLKG <br />SIMPSON BC40 HALF <br />BASE@ 2'-0"OC & WITHIN <br />6" EACH END (3 MIN EACH <br />SIDE) EACH <br />LONGITUNDINAL SIDE W/ <br />SIMPSON SD10212 <br />SCREWS. FILL ALL HOLES <br />4x BEAM (RIPPED FOR <br />LEVELING AT EDGE OF <br />PLATFORM <br />3/4" APA SHEATHING W/ <br />10d@6"OC EN & 10d@12" OC FN <br />(E) ROOF <br />SHEATHING <br />(E) JOIST <br />PER PLAN (E) GLB <br />PER PLAN <br />LVL PER PLAN W/ <br />SIMPSON HUCQ412- <br />SDS HANGER EA END <br />(E) SUB PURLIN <br />SIMPSON A35 <br />CLIP @24"OC <br />SIMPSON LTP5 <br />CLIP @24"OC <br />2x6@12"OC PLATFORM <br />JOIST (PROVIDE 4x OR 4x <br />BLOCK AT UNIT ANCHOR) <br />(E) 6x6 STRUT <br />WHERE OCCURS <br />NOTCH AS <br />REQUIRED <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 />DETAILS <br />S1.1.6 <br />MCGUFF <br />01/02/25 <br />SCALE: 1/2" = 1'-0"S1.1.6 <br />TYPICAL EQUIPMENT SUPPORT FRAMING 2 <br />DETAIL ID: EMUNIT-FRAME-01 <br />SCALE: 1/2" = 1'-0"S1.1.6 <br />TYPICAL PANAELIZED OPEN FOR MECHANICAL EQUIPMENT 7 <br />DETAIL ID: EWOOD-OPEN-01 <br />SCALE: 1/2" = 1'-0"S1.1.6 <br />TYPICAL ROOF OPENING DETAIL 10 <br />DETAIL ID: EWOOD-ROOF-01 <br />SCALE: 1" = 1'-0"S1.1.6 <br />MECHANICAL PLATFORM SUPPORT DETAIL 3 <br />SCALE: 1" = 1'-0"S1.1.6 <br />SKYLIGHT INFILL DETAIL 8 <br />SCALE: 1" = 1'-0"S1.1.6 <br />EXHAUST FAN ANCHORAGE 11 <br />SCALE: 1" = 1'-0"S1.1.6 <br />ALTERNATE MECHANICAL PLATFORM SUPPORT DETAIL 4 <br />NO. DESCRIPTION DATE <br />PLAN CHECK SUBMITTAL 3/17/25 <br />3/17/2025
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