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1 2 3 4 5 6 <br />A <br />B <br />C <br />C.5 <br />C.6 <br />D <br />(E) TRASH ENCLOSURE (E) STAIRS <br />(E) WF MOMENT FRAME AT <br />(E) MEZZANINE EDGE <br />(E) PRECAST PANELS <br />(E) CONT FOOTING <br />600S162-43 <br />@16"OC <br />600S162-43@16"OC <br />3"x16 GA FLAT STRAP <br />X-BRACE PER 11 <br />S1.1.5 <br />600S162-43@16"OC <br />600S162-43 <br />@16"OC <br />3"x16 GA FLAT STRAP <br />X-BRACE PER 11 <br />S1.1.5 <br />15'-0"x5'-6" PAD FOOTING FOR <br />FUTURE EQUIPMENT PER <br />5" THICK CONCRETE SLAB ON GRADE <br />W/#5@16"OC EA WAY AT MID-DEPTH <br />HSS <br />4 <br />x <br />4 <br />x <br />1 <br />/ <br />2 <br /> <br />TYP <br />PF1 <br />6" CURB PER .8 <br />S1.1.2 <br />8 <br />S1.1.3 <br />7 <br />S1.1.3 <br />TYP AT (E) <br />WALL FTG <br />362S162-43@16"OC <br />1 <br />S1.1.3 <br />PLAN NOTES: <br />1. ALL EXISTING INFORMATION IS BASE ON RECORD DRAWINGS <br />CONTRACTOR SHALL NOTIFY SEOR IF CONDITIONS DISCOVERED <br />DURING CONSTRUCTION VARY SIGNFICATNLY ON PLANS <br />2. VERIFY IN FIELD ALL EXISTING MEMBERS SIZES <br />3. FOR TYPICAL METAL STUD DETAILS SEE SHEET S1.1.4 & S1.1.5 <br />5. INDICATES METAL STUD WALL PER <br /> SEE ARCH FOR ADDITIONAL INFO <br />6. FOR TYPICAL WALL MOUNTED TRANSFORMER SUPPORT SEE & <br />7. FOR FLOOR MOUNTED TRANSFORMERS ON GRADE PROVIDE MIN (4) 1/2" DIA <br /> HILTI KB-TZ2 EXPANSION ANCHORS W/ 3 1/4" EMBED PER MFR LAYOUT. <br /> TRANSFORMER OPERATING WEIGHT NOT TO EXCEED 1050 LBS <br />8. <br />1 <br />S1.1.4 <br />16 <br />S1.1.3 <br />12 <br />S1.1.3 <br />HSS <br />4 <br />x <br />4 <br />x <br />1 <br />/ <br />2 <br /> <br />TYP <br />PF1 INDICATES POLE FOOTING <br />SIZE PER <br />INDICATES POST SIZE <br />6 <br />S1.1.3 <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unique and unpublished work of H. Hendy Associates and may not be copied, used by or disclosed to others without written 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 />1/8" = <br />1'-0" <br />04463.0000.24 <br />3080 S HARBOR BLVD <br />SANTA ANA, CA 92704 <br />FIRST FLOOR PLAN <br />S1.2.1 <br />MCGUFF <br />03/11/25 <br />NO. DESCRIPTION DATE <br />PLAN CHECK SUBMITTAL 3/17/25 <br />3/17/2025