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112233AACCDD1000S200-54 JOISTS AT 24" O.C.1000T200-54 BLOCKING EVERY OTHER BAY AT INTERIOR WALL1000T200-54 RIM JOIST1000T200-54 RIM JOIST15/32" EXTERIOR GRADE SHEATHING. #10 SMS SPACED AT... 12" O.C. AT INTERMEDIATE SUPPORTS 6" O.C. AT END SUPPORTS AND BUILDING PERIMETER.NO BLOCKING OR SMS REQUIRED AT UNSUPPORTED EDGES. NO PANELS MAY BE LESS THAN 12 INCHES WIDE.NOTES:1. PROVIDE (1) STANDARD JOIST DIRECTLY ABOVE ALL PARALLEL WALLS. PROVIDE 100S200-54 BLOCKING ONE SIDE AT 48" O.C. MAX TO JOISTS DIRECTLY ABOVE PARALLEL WALLS.1000T200-54 BLOCKING EVERY OTHER BAY AT MID-SPANGS4GS4BS4BS4CS4DS4FS4HS4ES4SMS EVERY 3RD HOLE8' - 0"SMS EA HOLE3' - 0"MAU-1#388RTU-1#760KHF-1#93TYP TRACK BLOCKING UNDER CW16 STRAPS.(2) CS16 STRAPS x 11'-0" W/ ALIGNED HOLES. SMS SCREWS TO GO THROUGH BOTH STRAPS.METAL FRAMED AWNING PER (2) JOIST SPAN FROM GL 2 TO GL 3 PER(2) JOIST SPAN FROM GL 2 TO GL 3 PER/LS4/LS4/LS4112233AACDD12' - 8"18' - 4"12' - 8"31' - 0"22' - 6"27' - 6"3' - 2"HEADER PER TYP DETAIL12' - 0"3' - 2"ALL WALLS TO BE 600S162-43 STUDS (6" x 1-5/8", 18 GAUGE).AT EXTERIOR WALLS, ATTACH 7/16", MIN, EXTERIOR GRADE SHEATHING WITH SCREWS AT 12" O.C. AND AT 6" O.C. AT PANEL EDGES. 1. AT UNSUPPORTED PANEL EDGES, PROVIDE 600T163-43 TRACK BLOCKING OR 33 MIL FLAT STRAP x 1-1/2" 2. SHEATHING PANELS LESS THAN 12" WIDE ARE NOT PERMITTED.3. SCREWS SHALL BE #8 OR #10 x 1" SELF TAPPING SCREWS AND SHALL COMPLY WITH ASTM C1513, AND SHALL BE PLACED AT LEAST 3/8" AWAY FROM EDGES.HDU4HDU4HDU4HEADER PER TYP DETAILHEADER PER TYP DETAIL44. INCREASE SCREW PATTERN TO 4" AT PANEL EDGES WHERE MARKED ALL OTHER LOCATIONS ATTACH AT 6" AT PANEL EDGES.6" THICK SLAB ON GRADE WITH #4 AT 18" O.C. OVER 10 MIL VAPOR BARRIER OVER BASE PREPARED PER SOIL REPORT.AS4AS4AS3AS3CS3FS34' - 0"HDU4CS3CS3CS3HSS6x4x3/16 POST1' - 1 3/4"HSS6x4x3/16 POST1S31S3JOB #2103011661 STOREYFIELD LANELINCOLN, CA 95648(760) 458 -6449calstructuralengineering.comCOPYRIGHT LIVINGSTON ENGINEERING CHEVRON CAR WASH2494 E. FREMONT ST.STOCKTON, CA 95205845 S. Commerce StreetStockton, CA. 95206(209) 662-4875apexplanning@hotmail.comSteven Anthony Torres IIArchitect # C32553APEXARCHITECTURE20-21STRUCTURALENGINEERINGS2ROOF ANDFOUNDATION PLAN8-19-20211/4" = 1'-0"12ND FLOOR FRAMING PLAN1/4" = 1'-0"2FOUNDATION PLANANOISSEFORPLENG INE ER CFOETATS CALIFORNIAILRETRACVIN GSTO N C88841LIVICA.S6946EXP. 06-30-22STRUCTURALATRN07-23-2108-23-21