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(E) 6x BEAM <br />(E) 6x BEAM <br />(E) ROOF <br />FRAMING <br />6x6 POST TO REPLACE THE <br />(E) POST AT LOCATIONS <br />INDICATED ON SITE PLAN. <br />TEMPORARY SHORE BEAMS <br />PER <br />(E) CONC <br />WALKWAY <br />(E) FOOTING <br />(E) ROOF <br />SHEATHING <br />3 <br />S-3.1 <br />6" <br /> <br />M <br />A <br />X <br /> <br />A <br />B <br />V <br /> <br />G <br />R <br />A <br />D <br />E <br />1" <br /> <br />M <br />I <br />N <br /> <br />A <br />B <br />V <br /> <br />C <br />O <br />N <br />C <br />STEEL POST BASE W/ <br />(2) 1/2" Ø THRU BOLTS <br />THRU BOLTS <br />PER <br />T-STRAP <br />PER <br />7 <br />S-3.1 <br />5 <br />S-3.1 <br />(E) 6x BEAM <br />(E) 6x BEAM <br />(E) CONC <br />WALKWAY <br />2x8 BLOCKS NAILED TO BEAM AND <br />POST. ANGLE POST FOR TIGHT FIT <br />OR SHIM <br />SHORING POST <br />ENGINEERED PLASTIC SHIMS <br />DRIVEN FOR TIGHT FIT SHORING <br />POST <br />4x6 BLOCK <br />2x8 BLOCKS NAILED TO UNDER <br />SIDE OF THE BEAM AND TO TOP <br />OF POST W/ DUPLEX HEAD NAILS <br />UTILIZE POSTS BEHIND REMOVED <br />FRO SHORING POSTS. CONFIRM <br />ENDS ARE COMPETENT OR CUT <br />OFF TO COMPETENT WOOD <br />ENGINEERED PLASTIC SHIMS DRIVEN <br />FOR TIGHT FIT SHORING POST <br />4x6 BLOCK <br />18" <br />(E) 6x BEAM <br />6x6 POST <br />3/4"⌀THRU BOLTS <br />18" 'T' PLATE AT BEAM SPLICE. <br />8" 'T' PLATE AT CONT BEAM <br />(2) 6" L'S AT CORNER POSTS <br />STAGGERED 1" VERT <br />(E) 6x BEAM <br />6x6 POST <br />3/4"⌀THRU BOLTS <br />8" <br />BEAM SPLICE <br />CONTINUOUS BEAM <br />(E) 6x BEAM <br />6x6 POST <br />(3) 7/8"⌀THRU BOLTS W/ <br />STANDARD CUT WASHERS <br />3" <br />3" <br />3" <br />(E) BEAM SPLICE TO <br />REMAIN UNCHANGED <br />(E) 6x BEAM <br />PT 6x6 POST <br />(E) CONC <br />WALKWAY(E) PAVEMENT <br />12"⌀PILE FOOTING <br />x 18" DEEP <br />(E) 6x POST <br />(E) THRU <br />BOLTS <br />3" <br /> <br />C <br />L <br />R <br />CLR <br />3" <br />(3) #4 TIES <br />EQUALLY SPACED <br />(4) #5 VERT BARS <br />(N) SIMPSON 'CBS' <br />(N) SIMPSON 'CCQ' <br />1'-0" MAX <br />(E) 12"Ø CONC PIER TO BE <br />REMOVED TO TOP OF PAD <br />FOOTING AND REPLACED <br />AT LOCATIONS INDICATED <br />ON SITE PLAN. SLOPE TOP <br />OF PIER 1/2" FROM POST TO <br />EDGE OF PIER <br />CL <br />R <br />1" <br />4" <br />PA <br />D <br /> <br />F <br />T <br />G <br />(E <br />) <br /> <br />C <br />O <br />N <br />T <br /> <br />O <br />R <br />EM <br />B <br />E <br />D <br />4" <br />(N) 12"Ø CONC PIER W/ <br />SIMPSON 'CB66' CONNECTOR <br />W/ 1/2"Ø THRU BOLTS & <br />(3) #3 TIES AS SHOWN <br />1/2" RADIUS <br />DOWEL <br />POST TO BE REMOVED <br />AND REPLACED AT <br />LOCATIONS INDICATED <br />ON SITE PLAN <br />(4) #5 BARS W/ HITI 'HY-200' EPOXY <br />ADHESIVE W/ DEPUTY SPECIAL <br />INSP REQ'D (ICC -ES ESR-3187) <br />NOTES: <br />1. NEW CONCRETE SHALL BE 4500 PSI AND TYPE V CEMENT W/ <br />NO SPECIAL INSPECTION. <br />2. SEE DETAIL FOR ADDITIONAL INFORMATION REGARDING <br />POST REMOVAL AND REPLACEMENT. <br />(E) CONC WALK <br />8A <br />S-3.1 <br />3 S-3.13/ <br />EM <br />B <br />E <br />D <br />3" <br />TY <br />P <br />2" <br />1' - 6" SQ <br />(E) CONC WALK <br />SAWCUT, REMOVE <br />AND REPLACE (E) <br />SIDEWALK <br />AT NEW PIER <br />#3 TIGHT FIT DOWELS <br />AT MIDHEIGHT OF <br />SLAB <br />NEW CONC PIER, <br />POST BASE AND, <br />IF RQ'D, POST <br />1' - 0" <br />1' - 0" SQ <br />(E) 6x6 POST <br />#10 WOOD SCREW W/ <br />CSK HEAD, FILL HOLE W/ <br />WOOD PUTTY AS NEEDED <br />(E) CHECK <br />WITHIN POST <br />WHERE OCCURS <br />18400 Von Karman Ave., Suite 600 <br />Irvine, CA 92612 <br />O: 949.252.1022 <br />www.kpff.com <br />Sheet Number <br />Sheet Name <br />Project Status <br />Scale <br />Drawn By: <br />Agency Approval <br />Stamp <br />Consultant <br />Job Number: <br />REVISIONS <br />Project Title: <br />Key Plan <br />Approved By: Checked By: <br />Issue Date: <br />Project Address: <br />As indicated <br />4/ <br />3 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />4 <br />: <br />1 <br />3 <br />: <br />1 <br />8 <br /> <br />P <br />M <br /> <br />A <br />u <br />t <br />o <br />d <br />e <br />s <br />k <br /> <br />D <br />o <br />c <br />s <br />: <br />/ <br />/ <br />1 <br />0 <br />2 <br />6 <br />2 <br />5 <br />0 <br />0 <br />2 <br />2 <br />2 <br /> <br />- <br /> <br />A <br />m <br />er <br />i <br />c <br />a <br />n <br /> <br />R <br />e <br />d <br /> <br />C <br />r <br />o <br />s <br />s <br />- <br /> <br />- <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />/ <br />2 <br />5 <br />0 <br />0 <br />2 <br />2 <br />2 <br /> <br />A <br />m <br />e <br />r <br />i <br />c <br />a <br />n <br /> <br />R <br />e <br />d <br /> <br />Cr <br />o <br />s <br />s <br /> <br />S <br />A <br />_ <br />S <br />2 <br />4 <br />. <br />r <br />v <br />t <br />S-3.1 <br />STRUCTURAL DETAILS <br />Project Status <br />SA 10262500222 <br />AMERICAN RED <br />CROSS - SANTA ANA <br />600 N Parkcenter Dr., Santa Ana, CA 92705 <br />WT JW <br />11/18/2025 <br />S-3.1 1" = 1'-0" <br />1 POST REPLACEMENT <br />S-3.1 1" = 1'-0" <br />3 SECTION AT TEMPORARY SHORING <br />S-3.1 1 1/2" = 1'-0" <br />5 EXISTING ROOF POST CONNECTION <br />S-3.1 1 1/2" = 1'-0" <br />7 EXTERIOR DECK BEAM CONNECTION <br />S-3.1 1 1/2" = 1'-0" <br />9 POST AT EXISTING CANTILEVER BEAM <br />S-3.1 1" = 1'-0" <br />8 REPLACEMENT CONCRETE PIER <br />8A PLAN VIEW <br />S-3.1 1 1/2" = 1'-0" <br />10 SCREW AND FILL POST <br />NO DATE DESCRIPTION