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AN1: THE SPECIFIED ANCHOR ROD DIAMETERASSUMES F1554 GRADE 36 UNLESS NOTEDOTHERWISE, ANCHOR ROD MATERIAL OF EQUALDIAMETER MEETING OR EXCEEDING THESTRENGTH REQUIREMENTS SET FORTH ONTHESE DRAWINGS MAY BE UTILIZED AT THEDISCRETION OF THE FOUNDATION DESIGNENGINEER. ANCHOR ROD EMBEDMENT LENGTHSHALL BE DETERMINED BY THE FOUNDATIONDESIGN ENGINEER. Anchor Rod Plan General Notes: AN2: METAL BUILDING MANUFACTURER IS NOTRESPONSIBLE FOR PROJECT FOUNDATIONDESIGN. THE FOUNDATION DESIGN IS THERESPONSIBILITY OF A REGISTEREDPROFESSIONAL ENGINEER, FAMILIAR WITHLOCAL SITE CONDITIONS. AN3: ANCHOR RODS, NUTS, FLAT WASHERS FORANCHOR RODS, EXPANSION BOLTS, ANDCONCRETE/MASONRY EMBEDMENT PLATES ARENOT BY METAL BUILDING MANUFACTURER. AN4: THE ANCHOR ROD LOCATIONS PROVIDEDBY METAL BUILDING MANUFACTURER SATISFYPERTINENT REQUIREMENTS FOR THE DESIGN OFTHE MATERIALS SUPPLIED BY THE METALBUILDING MANUFACTURER. IT IS THERESPONSIBILITY OF THE FOUNDATION ENGINEERTO MAKE CERTAIN THAT SUFFICIENT EDGEDISTANCE IS PROVIDED FOR ALL ANCHOR RODSIN THE DETAILS OF THE FOUNDATION DESIGN AN5: DRAWINGS ARE NOT TO SCALE.SEE DETAILS FOR COLUMN ORIENTATION. AN6: THE ANCHOR ROD PLAN INDICATES WHERETHE ANCHOR RODS ARE TO BE PLACED AS WELL ASTHE FOOTPRINT OF THE METAL BUILDING. IT ISESSENTIAL THAT THESE ANCHOR ROD PATTERNS BEFOLLOWED IF THESE SETTINGS DIFFER FROM THEARCHITECTURAL FOUNDATION PLANS, THE METALBUILDING MANUFACTURER MUST BE CONTACTEDIMMEDIATELY – BEFORE CONCRETE IS PLACED AN7: ALL DIMENSIONS ARE OUT TO OUT OFSTEEL. IF CONCRETE NOTCH IS REQUIREDTHEN THE REQUIRED DIMENSION SHOULD BEADDED TO OBTAIN THE OUT TO OUT OFCONCRETE DIMENSIONS. AN8: FINISHED FLOOR ELEVATION = 100’-0”BOTTOM OF BASE PLATE = 100’-0” UNLESSNOTED OTHERWISE 1 0'-2 1 2/" Below F.F.Bottom of Base Plate is0'-2 1 2/" Below F.F.Bottom of Base Plate is0'-2 1 2/" Below F.F.Bottom of Base Plate is0'-2 1 2/" Below F.F.Bottom of Base Plate is0'-2 1 2/" Below F.F.Bottom of Base Plate is0'-2 1 2/" Below F.F.Bottom of Base Plate is0'-2 1 2/" Below F.F.Bottom of Base Plate is0'-2 1 2/" Below F.F.Bottom of Base Plate is (1) AC-1R Clip W/(2) 1 2/" Dia. A.B.'s Detail - J Plate : 3 8/" x 8" x 8 1 8/" W/3 4/" Dia. A.B.'s Detail - H Plate : 3 8/" x 8" x 8 1 8/" W/3 4/" Dia. A.B.'s Detail - G Plate : 3 8/" x 8" x 8 1 8/" W/3 4/" Dia. A.B.'s Detail - F Plate : 1 2/" x 8" x 1'-1" W/ 1" Dia. A.B.'s Detail - E Plate : 3 8/" x 8" x 8 1 8/" W/3 4/" Dia. A.B.'s Detail - D Plate : 3 8/" x 8" x 8 1 8/" W/3 4/" Dia. A.B.'s Detail - C Plate : 3 8/" x 8" x 8 1 8/" W/3 4/" Dia. A.B.'s Detail - B Plate : 1 2/" x 8" x 1'-0 3 4/" W/ 1" Dia. A.B.'s Detail - A 104/02/2021SAHRevised per C.O. #1REV.DATEBYPLOT DATES:PLOT DATES:PLOT DATES:PLOT DATES:CUSTOMER:CUSTOMER:CUSTOMER:CUSTOMER:LOCATION:LOCATION:LOCATION:LOCATION:CBC JOB No.CBC JOB No.CBC JOB No.CBC JOB No.DEALER:DEALER:DEALER:DEALER:SHEETSHEETSHEETSHEETOFOFOFOFDATEDATEDATEDATEDRAWNDRAWNDRAWNDRAWNENGR. APR.ENGR. APR.ENGR. APR.ENGR. APR.SCALESCALESCALESCALE2ASMANTECA, CA 95336 10MANTECA SPORTS PARKANCHOR ROD PLANBGCDeGRAFF DEVELOPMENTC20D0407A01/14/20211111111 20'-0 15'-0 25'-025'-0 25'-0 25'-0 25'-0 25'-0 25'-0 210'-0OUT TO OUT OF BUILDING LINE 111 AAAA ALL BASE PLATES AT 0'-2 1 2/" BELOW F.F. FINISHED FLOOR (F.F.) AT 100'-0" ELEV.BRACED BAYBRACED BAYBRACED BAYBRACED BAYBRACED BAYBRACED BAY BRACED BAYBRACED BAY D C.3 B.7 B A E (2) 1 2/" dia. bolts @ 4 Places See Details(2) 3 4/" dia. bolts @ 24 Places See Details(2) 1" dia. bolts @ 32 Places See Details E D C.7 B B.3 A 9876543 121110 ANCHOR ROD PLAN5'-016'-097'-426'-0100'-0OUT TO OUT OF BUILDING LINEJ J G G G G F H E E EE 1'-025'-011'-25'-01'-0412'-1025'-01 1'-0441'-01'-018'-0J J EEEE D C C C C B AAAA 1 1'-025'-01'-012'-01'-04 14'-018'-025'-0841'-02 2 BLDG. LINE 10 8 2 4 221'-01 BLDG. LINEBLDG. LINE 10 8 2 422 1 BLDG. LINE10 8 2 41'-0221 BLDG. LINEBLDG. LINE 10428221'-01BLDG. LINEBLDG. LINE2210 4 2 8 1BLDG. LINE2210 4 2 8 1'-01BLDG. LINEBLDG. LINE 81'-042 2 BLDG. LINE 112/2 2 4 OpeningBLDG. LINE4/5/216/8/2021, 1:58:25 PM 21-0396 LUMEN ARCEO