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KHF-288#KHF-1176#MAU-11008#HSS10x4x1/4HSS10x4x1/4HSS10x4x1/4HSS10x4x1/4HSS10x4x1/4HSS10x4x1/4HSS10x6x3/8HSS10x6x3/8HSS10x6x3/8(E) 3x9 RIDGE BEAM(E) 3x9 RIDGE BEAM(E) 3x9 RIDGE BEAM(E) 3x9 RIDGE BEAM(E) 3x9 RIDGE BEAM(2) (N) 2x10 UNDER EA SIDE OF RTU UNIT(1) (N) 2x10 UNDER EA SIDE OF RTU(1) (N) 2x8 UNDER EA SIDE OF RTU(E) 2x8 AT 24" O.C., TYP(E) 2x10 AT 16" O.C., TYPJOIST BLOCKING UNDER RTU UNITHSS12x6x3/8COLUMN22 GAUGE 1.5" B-DECK, G6036/4 #12 SCREW ATTACHMENT (WITH BONDED WASHERS)PROVIDE BUTTON PUNCH SIDESEAM ATTACHMENTS AT 12" O.C.ALL CANOPY STEEL TO BE HOT-DIPPED GALVANIZEDSEPARATION2'-0" MIN STRUCTURALMAX26' - 0"MAX26' - 0"CS3CS3GS3FS3TYPLS3TYP12:4 SLOPE DOWN12' - 0"EQEQLS3NEW CMU WALL. LOCATION PER ARCH.KH-2466#KH-1819#(E) STRUCTURAL POST TO REMAIN(E) 6x12 HEADER TO REMAIN(E) 2x10 @ 16" O.C. TO REMAIN(N) BEARING WALL. 2x6 AT 16" O.C. NO GAP BETWEEN (E) CEILING JOISTS AND (N) WALL TOP PLATE.11113(N) 2x8 BLOCKING EVERY OTHER SPACE ABOVE (N) WALLS21AS3AS3ES3ES3S3BSimS3BSimJOB #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 STRUCTURALENGINEERINGS2STRUCTURAL PLANVIEWS11-4-20211/4" = 1'-0"1ROOF FRAMING1/4" = 1'-0"2CEILING FRAMING1236x8 DF #26x12 DF #1(3) 1.75 x 14" LVLHEADER7'-0"11'-0"15'-0"MAX SPAN(1) (2)(3)KING STUDS(1) (2)(2)TRIMMER STUDSMARKHEADER SCHEDULEANOISSEFORPLENG INE ER CFOETATS CALIFORNIAILRETRACVIN GSTO N C88841LIVICA.S6946EXP. 06-30-22STRUCTURALATRN07-23-2111-4-21