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LOCK NUTKITCHEN EXHAUST HOOD, SEE ARCH AND MECH(4) 12d NAILS EA END OF JOIST BLOCKINGJOIST BLOCKING WITH SIMPSON DTT2Z AT EACH ROD AND L2x21/2" Ø ALL THREAD GR. 36 SPOIL THREADS AFTER INSTALLL2x2x3/16 KICKER BRACE AT EA CORNER(1) KICKER BRACE AT EA CORNER1/2" Ø A307#8 WOOD SCREWS x 1.5" LONG AT 6" O.C.CURB BY OTHERS. JOIST OR JOIST BLOCKING BENEATH CURB PERIMETER. PROVIDE JBA HANGERS AT ALL JOIST BLOCKING.SEE ARCH/MECH FOR MECHANICAL UNIT ROOF JOISTS PER PLAN2x4 BLOCKINGSIMPSON ST18 NAIL ALL HOLESPER PLANSPACINGNOTE: ALL FASTENING TO TJI SHALL CMOPLY W/ MFR REQUIREMENTS.THIS DETAIL DOES NOT CUT THROUGH FRAMING MEMBERS.EDGE NAIL PERIMETER OF BLOCKED BAY.VERTICAL STUD FRAMING WHERE OCCURS. FASTEN AT TOP & BOT OF CHORD W/ (4) 16d AND A34 CLIPTJI BLKG, IN OPENING BAY AND EA SIDE OF BAY (3 BAYS TOTAL) STIFFEN AS REQ'D BY MFRTJI FRAMING PER PLAN3' - 0" MAX0' - 5 1/4"SIMPSON A34, TYP4x6 FLAT BLOCKINGATTACH TO BACKING WITH #12 x 3" LONG SCREWS1' - 0"2' - 0"2' - 0"10' - 0"1/2SHOP WELD1' - 4"1' - 0"(8) 7/8" Ø GR. 55 ANCHOR RODS. 1.5" EDGE DISTANCE.1-1/4" BASEPLATE1" x 12" x 1'-4" PLATE BELOW REINFORCINGPROVIDE EXTRA CONCRETE UNDER PLATE TO MAINTAIN 3" CLEAR COVER1-1/2" GROUT24"x5'x10' FOOTINGCOMPACTED SUBBASE(2) #5 STIRRUPS IN (4) LOCATIONS AS SHOWN. (8) STIRRUPS TOTAL.5' - 0"PROVIDE 3" CONCRETE COVER BETWEEN STEEL AND SOILADJACENT GRADE. SEE ARCH FOR HARDSCAPE.(9) #5 TOP & BOT(17) #5 TOP & BOT(4) #5 CONT BARS TOP & BOT WITH 3" CONCRETE CLEAR COVER#5 VERTICALS AT 16" O.C. DOWELL INTO BOTTOM REINF, ALTERNATE SIDES.1' - 0"#5 BARS AT 16" O.C. TOP & BOT WITH 3" CONC. CLEAR COVER.7 5/8" CMU BLOCK WALL. PLACE GROUT IN CELLS WITH REINFORCING.SEE ARCH FOR LOCATIONS MIN0' - 7 1/4"MAX8' - 0"COMPACTED SUBGRADE4' - 6"GRADE LEVELL2x2x3/16 KICKER BRACE2x BLOCKING & DTT2Z AT EA ROD & L2x2WALL SUPPORT SEE "HEAVY EQUIPMENT BACKING" DETAIL1/2" Ø ALL THREAD9'3'SEE ARCH18' MAX2' - 0"10'1'2'HSS10x6x3/8 COLUMNS1/21/2SHOP WELD5/165/16SHOP WELDHSS10x6x3/8 BEAM3/8" CAP PLATE EA ENDS3H124≥#6, 6d≤#5, 4d2.5" MIN4d≥#6, 12d≤#5, 6d, 3" MIN3" MIN6d180° -HOOK135° -HOOK90° -HOOK2.5" MIN4d12d180° -HOOK90° -HOOK#9-11, 8d≤#8, 6d#14-18, 10dLHLH = STANDARD HOOKL = STANDARD LAPLLHLLAT CONCRETE WALLS, PROVIDE CONT VERT BAR AT INSIDE CORNER OF REBAR BENDS1/43/8" CAP PLATE3/8"x4x9-1/2" PLATE, SEE BELOW:1/41/40' - 1 5/8"0' - 2 3/8"GAP0' - 0 3/4"GAP0' - 0 3/4"1 3/4"3"3"1 3/4"(3) 7/8" Ø A325 BOLTSJOB #2005011661 STOREYFIELD LANELINCOLN, CA 95648(760) 458 -6449calstructuralengineering.comCOPYRIGHT LIVINGSTON ENGINEERING EL GRUILLITOTAKEOUT600 W. LONGVIEW AVE,STOCKTON, CA 95207845 S. Commerce StreetStockton, CA. 95206(209) 662-4875apexplanning@hotmail.comSteven Anthony Torres IIArchitect # C32553APEXARCHITECTURE- XX STRUCTURALENGINEERINGS3DETAILS11-4-20211" = 1'-0"AKITCHEN HOOD SUPPORT1/2" = 1'-0"GTYPICAL FRAMING AT RTU SUPPORT1" = 1'-0"COPENING IN ROOF SHEATHING1 1/2" = 1'-0"EHEAVY EQUIPMENT BACKING3/4" = 1'-0"HWALL PARALLEL TO JOISTS1" = 1'-0"LCMU WALL3/4" = 1'-0"BKITCHEN HOOD PLANVIEW3/8" = 1'-0"MWALL OVER JOISTS Copy 11" = 1'-0"JSTANDARD STIRRUP HOOK1" = 1'-0"DSTANDARD REBAR HOOK1" = 1'-0"KCONCRETE REINFORCING CORNERS1 1/2" = 1'-0"FHSS TO HSS CONNECTIONANOISSEFORPLENG INE ER CFOETATS CALIFORNIAILRETRACVIN GSTO N C88841LIVICA.S6946EXP. 06-30-22STRUCTURALATRN07-23-2111-4-21