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14A3BA.12F48CONCRETE SLAB-ON-GRADE4" THK. W/ #3 @ 18"OC E.W.REFER TO 4/SD1 FOR ADD'L INFO.5x4x3/8 HSS COL 5x4x3/8 HSS COL TYP.9SD1F4812SD112SD1HTT4 HDU5 16'-5"6W315'-11"6W343'-7"6W1 30'-10" 4 W2 26'-11"6W423'-11"6W4HTT4 HTT4 HDU5HTT4 HTT4 HTT4 HTT4 F48F48F24F24F24F24F24F24F24F248SD18SD15SD15SD15SD16SD1TYP6SD16SD16SD15SD16SD16SD15SD1TYP6SD16SD16SD15SD1TYPJob#: Scale: Date: Drawn By: Checked By: Rev. #Date DescriptionTHESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER AND/OR 7-ELEVEN, INC. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT, OR COMPLETION OF THIS PROJECT WHEN PHASED, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER AND/OR 7-ELEVEN, INC. Copyright 2020SHEET:7-ELEVEN, INC. 3200 HACKBERRY, IRVING, TEXAS 75063 11/20/2020 MANTECA, CA 95336 1110 MAIN ST 7-ELEVEN #1046249 7110.35 ATSATOCFEA ILFIONR No. S5627Exp. 6/30/22LH ETSIGER WPA R E DRSEFON.DGOIREENOSINLARHTONES PSTRUCTURAL2 7 3 6 9 V I A I N D U S T R I A T E M E C U L A , C A 9 2 5 9 1 T E L E : 9 5 1 .6 0 0 .0 0 3 2 W W W .I S E E N G I N E E R S .C O M S O C A L C O L O R A D OFOUNDATION PLANSCALE : 1/4" = 1'-0", DO NOT SCALE PLANS FOR CONSTRUCTION DIMENSIONS. ALL CONSTRUCTIONDIMENSIONS SHOULD BE VERIFIED WITH THE ARCHITECTURAL SET OF PLANSS2.1AS NOTED ISE ISE FOUNDATION PLAN 1.REFER TO "SN" AND "SD" SERIES SHEETS FOR GENERAL NOTES ANDSTRUCTURAL DETAILS.2.REFER TO ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR EXTERIORSLABS, CURBS, WALKS, RAMPS, RAILING, SLAB DEPRESSIONS, ETC.3.REFER TO ARCHITECTURAL FOR ALL DIMENSIONS NOT SHOWN ON THISPLAN. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSION PRIORTO CONSTRUCTION, AND NOTIFY OUR OFFICE IMMEDIATELY IFDISCREPANCIES EXIST BETWEEN THE ARCHITECTURAL ANDSTRUCTURAL PLANS.4.THE OWNER AND/OR GENERAL CONTRACTOR SHALL REVIEW THE SOILSREPORT PRIOR TO COMMENCING CONSTRUCTION. THEOWNER/DEVELOPER IS RESPONSIBLE FOR UPDATING THE STRUCTURALENGINEER WITH CURRENT GEOTECHNICAL ENGINEERINGREQUIREMENTS.5.CLIENT/OWNER SHALL ADDRESS CORROSIVE SOIL CONDITIONS. FORHIGH SULFATE SOIL CONDITIONS, MITIGATE PER ACI TABLE 4.3.1. THECLIENT/OWNER SHALL HAVE A CORROSION ENGINEER PROVIDEMITIGATION RECOMMENDATIONS FOR ALL OTHER CORROSIVE SOILCONDITIONS. CLIENT IS RESPONSIBLE TO REVIEW STRUCTURAL PLANSAND DETAILS FOR COMPLIANCE TO CORROSION ENGINEER'SRECOMMENDATIONS PRIOR TO CONSTRUCTION.6.REFER TO SOILS REPORT FOR EXCAVATION AND RECOMPACTIONREQUIREMENTS, AND MINIMUM FOOTING DEPTH INTO SUITABLECOMPRESSED SOIL FILL.7.PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTION TOVERIFY LOT BOUNDARY LINES.8.SITE OBSERVATION OF GRADING AND FOUNDATION EXCAVATION ISREQUIRED BY THE SOILS ENGINEER.9.PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENTFOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THEBUILDING OFFICIAL IN WRITING THAT:A)THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THESOILS REPORT.B)THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED ANDCOMPACTED, ANDC)THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OFTHE SOILS REPORT.10.THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BESLOPED AWAY FROM THE BUILDING TO ALLOW FOR SURFACE WATERTO DRAIN AWAY. THE GRADE SHALL FALL A MINIMUM OF 5% WITHINTHE FIRST 10 FEET (2% FOR IMPERVIOUS SURFACES).11.ALL HOLDOWN HARDWARE SHALL BE SECURED IN PLACE PRIOR TOFOUNDATION INSPECTION AND/OR OBSERVATION.12.REFER TO 7/SD1 FOR SILL PLATE ATTACHMENT AT BEARING WALLS,AND 9/SD1 FOR NON-BEARING (NON-SHEAR) WALLS.CONCRETE FOOTING. FOOTING SIZEAND REINFORCING PER PLAN AND/ORDETAIL(s) ON SD1XXXAT XX" O.C.INDENTIFIES: DETAIL CUT LOCATION.REFER TO DETAIL # AND SHEET # FORADDITIONAL INFO. TEXT ABOVE BUBBLEINDICATES REVISED SPACING OFHARDWARE NOTED IN DETAILDETAIL #SHEET #FOUNDATION NOTESFOUNDATION LEGEND & SYMBOLSTYPELENGTHWALLCALC IDWxL=xXINDENTIFIES WOOD SHEAR WALLLOCATION. REFER TO DETAIL 7/SD1FOR ANCHOR BOLT SIZE & SPACING.REFER TO DETAIL 10/SD1 FORHOLD-DOWN ANCHORAGE, U.N.O.ON PLAN.END POST W/HOLDOWNF##INDICATES PAD FOOTING SIZE. REFER TO11/SD1 FOR REQUIRED REINFORCEMENTAND ADDITIONAL INFO.