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11'-6"2121TRENCH EXCAVATIONBACK FILL PER SOILSENGINEERPARALLEL TO FOOTINGNO TRENCHESBELOW THIS LINE10'-0"FINISH GRADEB.O.F. TO DAYLIGHTPER CIVIL/GEOTECH9" 6"PIPE THROUGH BTM 6" OF FT'GB.O.FOOTINGD+4"#3 STIRRUPSAT 6" O.C.SECTION VIEWELEV. VIEW(4) #3 BARS1" TYP."Ld" PER2/SD13", TYP.BTM BARSCALE: N.T.S.TYPICAL FOOTING TRENCH& FINISH GRADETENSION REBAR LAP SPLICEREBARCONC. "Ld"MASRY. "Ld"#330"15"#441"25"#551"39"#661"54"#789"63"#8101"79"STIRRUPS & TIESHOOKS & BENDSBEND DIAMETERSD = 6d FOR #3 - #8D = 8d FOR #9 - #11D = 9d FOR #12 - #18PER TABLE 19-B, 2016 CBCLAP SPLICES IN MASONRYSHALL BE STAGGERED24 BAR DIAMETERSSPLICE LENGTH "Ld"INCREASED BY 50% FOREPOXY COATED BARS1.5 d OR 1" MAXSPLICES & SPACING4d(2 1/2" MIN.)4 d 6dd12d (4" MIN)90° BEND180° BENDD ALTERNATE TIELOCATIONSLAP SPLICE LENGTH(CLASS "B")"Ld"TYP. REINFORCING BAR DETAILSSCALE: N.T.S.INTERSECTION - PLAN VIEWCORNER - PLAN VIEW"Ld""Ld"ADD BARS AT CORNERMATCHING SIZE & QUANTITYOF TOP & BOTTOM BARS ONOUTSIDE FACE3" TYP.EXTEND TOP & BOTTOMBARS TO FAR SIDE OFINTERSECTING FOOTING& PROVIDE 90 DEGREEHOOK, TYPICALSCALE: N.T.S.TYP. REBAR AT CORNER & INTERSECTIONSHEAR WALLTYPEFOUNDATION ATTACHMENT HARDWARE ALTERNATESMAXIMUM SPACING (INCHES ON CENTER)SINGLE-SIDED SHEAR WALLDOUBLE-SIDED SHEAR WALL5/8" Ø A.B.MASA/MASAP5/8" Ø A.B.MASA/MASAPNON-SHEAR72"72"72"72"648"40"24"20"432"27"16"13"324"21"12"10"218"16"9"8"2A16"14"8"7"2B14"12"7"6"SCALE: N.T.S.TYPICAL SILL PLATE ANCHOR BOLTSPECIFICATIONSNOTES:1.ANCHOR BOLT EMBEDMENT SHALL BE 7" INTO CONCRETE. EMBEDMENT SHALL BEFROM TOP OF SLAB. AT MONO-POUR SLAB/FOOTING. AT CURB/WALL CONDITION,EMBEDMENT SHALL BE FROM BOTTOM OF CURB.2.AT BEARING WALL (NON-SHEAR WALL) LOCATIONS PROVIDE STD CUT WASHERS.AT ALL SHEAR WALL LOCATIONS PROVIDE 1/4"x3"x3" PLATE WASHER, U.N.O.3.MINIMUM (2) ANCHOR BOLTS PER PIECE OF SILL PLATE. ANCHOR BOLTS SHALL BELOCATED WITHIN 6" MIN OR 12" MAX FROM EACH END OF ANY SILL PLATE BREAK.4.ANCHOR BOLTS SHALL MAINTAIN A MINIMUM 1-3/4" EDGE OF CONCRETE DISTANCE& 1" EDGE OF SILL PLATE DISTANCE.TYP. LAYOUT AT SINGLE SIDED SHEAR WALLSEE NOTE 4 TYP. 1/2" MAX SHEAR PANELPER PLANPLATE WASHER1/4"x3"x3"ANCHOR BOLT &SPACING PERSCHEDULE BELOW,U.N.O. PER PLANDIAG. SLOTTED PLATEWASHER IS PERMITTEDW/ ADDED STD CUTWASHER BTWN NUT &SLOTTED WASHERTYP. LAYOUT AT DOUBLE SIDED SHEAR WALL1/2" MAX 1/2" MAX ALT. LAYOUT AT DOUBLE SIDED SHEAR WALL1/2" MAX 1/2" MAX 1/4"x3"x3" PLATE WASHERAT 4" WALLS, AND1/4"x3"x(LENGTH REQ'D) AT6" or WIDER WALLSSCALE: N.T.S.TYPICAL PAD FOOTING"W"CENTER ON SUPPORT MEMBER3" CLR TYP "T" 1'-6" MIN U.N.O. PER SOILS REPORTREINF. PER SCHEDULEPAD FOOTING SCHEDULEMARK"W""T"REINF.F242'-0" SQ1'-0"(3)-#4 E.W.F363'-0" SQ1'-0"(4)-#4 E.W.F484'-0" SQ1'-0"(6)-#4 E.W.F605'-0" SQ1'-0"(8)-#4 E.W.F726'-0" SQ1'-6"(8)-#5 E.W.NOTES:1.CONCRETE CONTRACTOR SHALL VERIFY COVERREQUIREMENTS WITH GRADING PLANS, AND SITESUPERINTENDENT. DEEPENED COVER MAY BE REQUIRED TOACCOMMODATE HARDSCAPE, PLANTING, UTILITY TRENCHES,DOWNSPOUTS, ETC.2.PAD FOOTINGS HAVE NOT BEEN DESIGNED TO RESISTTEMPORARY ERECTION FORCES. G.C. SHALL PROVIDEBRACING DURING ERECTION AS REQUIRED.3.STEEL COLUMN: PROVIDE 4" CONCRETE COVER (MIN) AROUNDSTEEL COLUMN, BASE PLATE, AND ANCHOR BOLTSTOP OF BLD'G PAD ORLOWEST ADJACENTFINISH GRADECNTR LINE OFPOST/COL PER PLANSEE NOTE 13" CLRTYPSCALE: N.T.S.HOLDOWN W/ THREADED ROD ANCHORBOLT AT EXTERIOR FOOTING"W""EQ""EQ"3" CLR MIN PER 11/SD1 ("HEFF"+3", MIN) 'HEFF"LINE OF SHEARCONE PULL-OUTZONEFINISH GRADES.O.G PER PLANREINF. PER PAD FTGSCHEDULE ON 11/SD1CONT. FTG(BEYOND)HOLD-DOWN ANCHORPER PLANHOLD-DOWN POSTPER PLAN"A307" THREADED RODA.B. W/ DBL NUT & PLATEWASHER. SEE SCHED'LFOR ROD DIA, PLATEWASTER SIZE, &EFFECTIVE EMBEDMENTHOLDOWN ANCHOR BOLT SCHEDULEHDA.B. DIA.PLATE WASHER"HEFF""W"HTT45/8"Ø2-1/2" x 2-1/2" x 1/4" THK8"2'-0"HTT55/8"Ø2-1/2" x 2-1/2" x 1/4" THK8"2'-0"HDU55/8"Ø2-1/2" x 2-1/2" x 1/4" THK8"2'-0"HDU87/8"Ø3" x 3" x 5/16" THK10-1/2"3'-0"HDU111"Ø3-1/2" x 3-1/2" x 3/8" THK12"3'-0"HDU141"Ø3-1/2" x 3-1/2" x 3/8" THK12"3'-0"NOTES:1.REFER TO MFR CATALOG FOR NUMBER & SIZE OF FASTENERSFROM POST TO HOLDOWN FOR MAXIMUM CAPACITY ONLY.2.PAD FOOTING SIZE REQUIRED FOR HOLD DOWN ANCHORAGEAND CONCRETE COVER REQUIREMENTS FOR UPLIFTCONDITIONS. WHERE LARGER PAD FOOTING IS SPECIFIED ONPLAN, LARGER PAD FOOTING SIZE SHALL BE USED.FOR BALANCE OFINFORMATIONREFER TO 5/SD123457891011126INTERIOR WALLSTUDS PER PLANPROVIDE FIRST (2)PINS 6" & 10" FROMEA. END OF PLATESCALE: N.T.S.TYP. INT. NON-BEARING WALLCONNECTION (NON-SHEAR WALL)16 GA. UN-PUNCHEDTRACK w/ SIMPSON'PHNW-72'POWDER-ACTUATEDFASTENER @ 24"OC(ICC ESR-2138)S.O.G. PER PLAN#8 SELF-TAPPINGSCREW AT EA. SIDE(EA. STUD)SCALE: N.T.S.CONT. FOOTING AT STORE-FRONTSTORE-FRONT GLAZINGSYSTEM & ATTACHMENTTO STRUCTURE BYOTHERSEXT. FLATWORK(BY OTHERS)FINISH GRADECONT. FTGper 5/SD1FOR BALANCE OFINFORMATIONREFER TO 5/SD1SCALE: N.T.S.STORE FRONT STEEL COLUMNAT EXTERIOR FOOTINGMIN. EMBED. ATDUAL POUR BASE PL 3/4"x10"x1'-0"W/ (4) 3/4"Ø A.B. (7" MIN.EMBEDMENT)1" THK. MAX. NON-SHRINKGROUT BLW BASE PLATE4" SLAB DEPRESSIONTO HIDE BASE PLATESTEEL COLPER PLAN1/4512"3"212"2"TYPCOL CENTER LINEFOR BALANCE OFINFORMATIONREFER TO 5/SD1PAD FOOTING WHEREOCCURS PER PLAN112"FOUNDATION EDGESCALE: N.T.S.TYP. SLAB ON GRADE DETAILSWEAKENED PLANEJOINTS PER ARCH'LDWG. SEE NOTE 2FOR ADD'L INFO.SLAB ON GRADE JOINT DIAGRAM"t"/418" WIDE "SOFT-CUT"SAWCUT - REFER TOARCH'L FOR FINISHREQUIREMENTS2'-0"PLASTICSHEATHINGWEAKENED PLANE JOINTTYP. SLAB ON GRADE SECTION15 MIL VAPOR BARRIERo/ 4" FREE-DRAININGGRAVEL or CRUSHEDROCK, TYP. U.N.O.SLAB-ON-GRADETHICKNESS "t" &TYP. REINFORCINGPER PLANSUB-GRADE PER SOILSREPORTSHADED AREAS INDICATEEXTENT OF CONCRETEPOUR PER NOTE 1"Ld"PER 2/SD1t1'-6"t/2 2'-0"CONSTRUCTION JOINTGALVANIZEDTYPE "KEYEDCOLD JOINT"NOTES:1.AREA OF CONCRETE POURS TO BE DETERMINED BY CONTRACTOR.SUBMIT JOINT LAYOUT PRIOR TO POURING SLABS PER GENERALNOTES. PROVIDE CONSTRUCTION JOIINTS SURROUNDING AREA OFEACH POUR UNLESS DETAILED OTHERWISE. ALLOW 24 HOURSMINIMUM BEFORE CASTING SLABS IN OTHER AREAS.2.SAWCUT WEAKENED PLANE JOINTS AS SOON AS CONCRETE CANSUPPORT WEIGHT OF PERSONNEL AND SAW WITHOUT AFFECTINGFINAL FINISH BUT NO LATER THAN 12 HOURS AFTER POUR. LOCATEWEAKENED PLAN JOINTS NO GREATER THAN 48 TIMES SLABTHICKNESS "t" IN BOTH DIRECTIONS, U.N.O..ADD (2) #3x4'-0" @ 4"oc(MID-DEPTH OF SLAB) TYPICALAT RE-ENTRANT CORNERS"Ld"PER 2/SD1t t1'-6"PLASTIC SHEATHINGSCALE: N.T.S.EXTERIOR FOOTING AT 12" (MAX)FRAMING POP-OUTCONT. FTG.PER 5/SD11'-0"MAX(1)-#5 T&B#4 CONT.TYPE "6" SHEAR PANEL,TYP. U.N.O2x PRESERVATIVETREATED SILL PLATEWITH A.B.'s PER 7/SD1#3 @ 18"O.C.PROVIDE 1/4" GAP BTWNSHT'G & CONC. CURBEDGE OFFOOTING BEYONDFOR BALANCE OFINFORMATIONREFER TO 5/SD1EXTEND SLABREINFORCEMENTINTO "POP-OUT"SCALE: N.T.S.TYP. EXTERIOR FOOTINGWALL STUDSPER PLANSHEAR PANEL WHEREOCCURS PER PLAN2x PRESERVATIVETREATED SILL PLATEWITH A.B.'s PER 7/SD1PER ARCH'L 6" MAX #4 CONT.EN,TYPPROVIDE 1/4" GAP BTWNSHT'G & CONC. CURBEXT. FLATWORK(BY OTHERS)FINISH GRADE1'-3"U.N.O. ON PLANOPT. COLD-JOINT ATDUAL-POUR. ROUGHENSURFACE TO 1/4"AMPLITUDE (MIN) &PROVIDE "WATER-STOP"1'-6" MIN U.N.O. PER SOILS REPORT (2)-#5 T&B#4x DOWEL@18"OC. (REQ'D ATDUAL-POUR ONLY)18"12" EMBED. MIN PER ARCH'L(6" MIN)PAD FOOTING WHEREOCCURS PER PLANJob#: 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 OSD1AS NOTED ISE ISE FOUNDATION DETAILS