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SLAB-ON-GRADE <br />WHERE OCCURS <br />1/2" NEOPRENE FILLER <br />EXP JOINT ALL AROUND <br />AT INT CONDITION <br />SLAB OR FINISH <br />GRADE WHERE <br />OCCURS <br />#5 BARS@12" OC <br />EACH WAY T&B <br />FUTURE GENERATOR <br />(7200# MAX OPERATING WEIGHT) <br /> <br />6 <br />" <br /> <br />1'-0" <br />FUTURE ANCHORAGE FOR <br />FUTURE GENERATOR <br />PER PLAN <br />METAL STUD <br />PER PLAN <br />TYP <br />2" MIN <br />EDGE DISTANCE <br />CONC CURB <br />(WHERE OCCURS) <br />CONC SLAB-ON-GRADE <br />REINF NOT SHOWN <br />FOR CLARITY <br />(6" MIN) <br />SEE ARCH <br />CONT 362T150-54 <br />W/ #10 SMS EA FLANGE <br />EA STUD <br />3/8" DIA HILTI KWIK <br />HUS-EZ @ 32" OC MAX <br />W/ 2 1/8" NOMINAL EMBED <br />(STAGGERED) <br />MIN <br />2" <br />CL <br />MITRE JOINT DETAILa <br />CJP <br />CL <br />HSS <br />PER PLAN <br />CL <br />BUTT JOINT DETAILb <br />AT EQUAL <br />HSS SIZES <br />CL <br />HSS <br />PER PLAN <br />MIN <br />1/4" <br />CAP PL 1/8 <br />W/ SEAM WELD <br />ALL AROUND <br />1/4 <br />1/4 AT UNEQUAL <br />HSS SIZES <br />1/4 <br />TYP <br />HSS <br />PER PLAN <br />CJP <br />CL <br />CJP <br />(ALTERNATE) <br /> HSS SPLICE DETAIL <br />(OTHER THAN COLUMN)c <br />HSS <br />PER PLAN <br />NOTE: <br />CONTRACTOR SHALL OBTAIN <br />WRITTEN APPROVAL FROM SEOR <br />PRIOR TO FABRICATION WHERE <br />SPLICE LOCATIONS ARE NOT <br />INDICATED ON PLANS/SECTION. <br />8" <br />1' - 0" <br />TYP <br />1 1/2" <br />TYP <br />1 1/2" <br />1/4" <br />1/4 <br />(4) 5/8" DIA ASTM F1554 <br />GR. 36 ANCHORS W/ 8" MIN <br />EMBED <br />3/4" THK <br />CL COL & FTG <br />COLUMN <br />PER PLAN <br />3/4" DIA x 0'-3" WELDED <br />STUDS EACH FACE 3" <br />FROM END OF POST <br />TIES PER <br />SCHEDULE <br />PROVIDE 1 1/2 EXTRA <br />TURNS AT TOP & <br />BOTTOM <br />PER SCHEDULE <br />VERT BARS PER <br />SCHEDULE <br />NOTES: <br />1. VIBRATE CONCRETE FULL DEPTH <br />2. NOTIFY STRUCTURAL ENGINEER OF <br />RECORD IF GROUND WATER IS <br />ENCOUNTERED. <br />PER SCHEDULE <br />UNO <br /> <br />12" MIN <br />TYPE DIA DEPTH VERT <br />BARS <br />TIES <br />PF1 <br />6" MIN <br />12" MAX <br />SECTION A-A <br />A A <br />24"4'-0"(6) #6 #4@6"OC <br />1' - 8" <br />NEW CONCRETE SLAB ON <br />GRADE PER PLAN <br />4" MIN <br />CURB BEYOND WHERE OCCURS <br />PER SEE ARCH (OMIT CURB @ <br />COL LEAVE 1/2" GAP BETWEEN <br />COL & CURB, FILL GAP <br />W/BACKER ROD & SEALANT) <br />(4)#4 SLAB DOWEL TOTAL EACH <br />POLE FTG (24" MIN HORIZ LEG) <br />DIA PER SCHED <br />3" CLR TYP <br />24". <br />#4 TIES OR #4 SPIRAL <br />TIES @ REQUIRED <br />SPACING <br />3" CLR. <br />(1)#5 CONT <br />(2)#5 SLAB EDGE <br />BARS PER . <br />(2)@5 CORNER BARS <br />TYP <br />SPLICE LENGTH <br />AT CORNER POST AT SIDE POST <br />NOTE: FOR ADDITIONAL INFORMATION SEE <br />6 <br />S1.1.3 <br />12 <br />S1.1.2 <br />HSS PER PLAN <br />WALL STUDS PER PLAN <br />HSS PER <br />PLAN <br />BOTTOM TRACK PER <br />STOP BOTTOM TRACK <br />AT POST. ADD TRACK <br />ACNHOR WITHIN 4" OF <br />HSS <br />11'-0" MAX <br />CURB WHERE <br />OCCURS(SEE ARCH) <br />OVER SLAB PER PLAN <br />TOP OF SLAB BEYOND <br />BOTTOM OF SLAB <br />BEYOND <br />SLAB TURNDOWN <br />6 <br />S1.1.3 POST FOOTING <br />13 <br />S1.1.3 14 <br />S1.1.3 <br />2 <br />S1.1.3 <br />(E)SLAB <br />(E) CONT WALL FTG <br />SLAB PER PLAN <br />(E) CONC WALL <br />(2) CONT #4 BARS <br />#4 DOWEL PER 4 <br />S1.1.2 <br />2 '- 6" MIN <br />2" SEPARATION <br />(E)SLAB <br />(E) CONT WALL FTG <br />METAL STUD WALL PER PLAN <br />SLAB TURNDOWN <br />PER PLAN <br />SLAB PER PLAN <br />POST PER PLAN <br />3 <br />S1.1.3 <br />(2) CONT #4 BARS <br />#4 DOWEL PER <br />4 <br />S1.1.2 <br />BOTTOM OF <br />SLAB BEYOND <br />2 '- 6" MIN <br />12 <br />S1.1.2 <br />A <br />WEIGHT #400 MAX <br />P1000 BRACE W/ <br />P2815 ADJUSTABLE <br />BRACE FITTING EA <br />END <br />AELEVATION <br />B <br />TRANSFORMER PER ELEC <br />PROVIDE MIN (4) 1/2" THRU <br />BOLTS TO SUPPORT <br />FRAME PER MFR LAYOUT <br />1 <br />1 <br />BPLAN <br />P1000 BEAM W/ 1/2" BOLT EA <br />END TYP, ADDITIONAL P1000 <br />AS REQUIRED <br />3' - 0" MAX <br />(2) P1000 W/ 1/2" HILTI <br />KB-TZ2 W/ 3 1/4" EMBED <br />@1'-0"OC (3) MIN <br />P1000 W/ 1/2" HILTI KB-TZ2 <br />W/ 3 1/4" EMBED @1'-0"OC <br />(3) MIN <br />UNISTRUT P1727 <br />FITTING W/ 1/2" BOLTS <br />EXTEND AS REQUIRED <br />FOR FITTING <br />(E) CONC WALL <br />(E) CONC WALL <br />3' - 0" MAX <br />WEIGHT #400 MAX <br />16 GA STUDS <br />(3) STUDS MIN <br />AT EA EQUIP <br />WALL PER <br />PLAN <br />P1000 BRACE W/ <br />P2815 ADJUSTABLE <br />BRACE FITTING EA <br />END <br />AELEVATION <br />B <br />TRANSFORMER PER ELEC <br />PROVIDE MIN (4) 1/2" THRU <br />BOLTS TO SUPPORT <br />FRAME PER MFR LAYOUT <br />1 <br />1 <br />BPLAN <br />P1000 BEAM W/ 1/2" BOLT EA <br />END TYP, ADDITIONAL P1000 <br />AS REQUIRED <br />3' - 0" MAX <br />(2) P1000 W/ #12 SMS <br />@6"OC (6) MIN SMS <br />P1000 W/ #12 SMS <br />@6"OC (6) MIN SMS <br />TYPICAL TRACK <br />WALL BACKING T&B, <br />PROVIDE MIN 6" <br />DEEP TRACK AT TOP <br />TYPICAL TRACK WALL <br />BACKING, EXTEND <br />BLOCKING AT LEAST <br />ONE BAY EA SIDE OF <br />ATTACHMENT <br />3' - 0" MAX <br />UNISTRUT P1727 <br />FITTING W/ 1/2" BOLTS <br />EXTEND AS REQUIRED <br />FOR FITTING <br />FINISH PER ARCH <br />POST PER PLAN <br />(2)#10 SMS @12" OCSTUDS <br />PER PLAN <br />362S150-54 CONT <br />NESTED STUD <br />#10 SMS @8" OC <br />STAGGERED <br />HSS PER PLAN <br />#10 SMS EACH <br />FLAGE EACH STUD <br />METAL STUD WALL <br />PER PLAN <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 />S1.1.3 <br />MCGUFF <br />01/02/25 <br />SCALE: 1" = 1'-0"S1.1.3 <br />TYPICAL ISOLATED EQUIPMENT PAD 1 <br />DETAIL ID: CON-PDCB-01 <br />SCALE: 1" = 1'-0"S1.1.3 <br />BOTTOM TRACK AT SLAB-ON-GRADE 2 <br />DETAIL ID: MST-EXTS-01m <br />SCALE: 1 1/2" = 1'-0"S1.1.3 <br />TYPICAL HSS-TO-HSS CONNECTION DETAIL 4 <br />DETAIL ID: STL-BEAM-12 <br />SCALE: 1 1/2" = 1'-0"S1.1.3 <br />BASEPLATE DETAIL 3 <br />SCALE: 1" = 1'-0"S1.1.3 <br />TYPICAL POLE FOOTING 6 <br />DETAIL ID: CON-POLE-01a <br />SCALE: 1" = 1'-0"S1.1.3 <br />SLAB TO POLE FOOTING DETAIL 10 <br />SCALE: 3/4" = 1'-0"S1.1.3 <br />SLAB TO POLE FOOTING DETAIL 9 <br />SCALE: 1" = 1'-0"S1.1.3 <br />SLAB @ (E) WALL 7 <br />SCALE: 1" = 1'-0"S1.1.3 <br />ENCLOSURE FOOTING @ (E) WALL 8 <br />DETAIL ID: ECON-FTNG-01 <br />SCALE: 1" = 1'-0"S1.1.3 <br />TRANFORMER SUPPORT AT (E) CONC WALL 16 <br />SCALE: 1" = 1'-0"S1.1.3 <br />TRANFORMER SUPPORT AT METAL STUD WALL 12 <br />SCALE: 1 1/2" = 1'-0"S1.1.3 <br />POST TO STUD CONNECTION 13 <br />DETAIL ID: MST-MISC-07 <br />SCALE: 3" = 1'-0"S1.1.3 <br />TOP TRACK SECTION DETAIL 14 <br />DETAIL ID: MST-MISC-08 <br />NO. DESCRIPTION DATE <br />PLAN CHECK SUBMITTAL 3/17/25 <br />3/17/2025