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GRADE "D"BLDG PAPERSELF-FURRINGMETAL LATHGRADE "B"BLDG PAPERPLYWOOD SHEATHINGCONTROL JOINTSEALANTWOOD BLOCKCONCRETE SLAB ONGRADE. REFER TOSTRUCTURAL DWGS.CONTINUOUSPOLYETHLENE FOAMSILL GASKETCONCRETE SIDEWALK.REFER TO CIVIL DWGS.1" THK. INSULATEDGLAZINGALUMINUMSTOREFRONTOR DOORSBUILDING PAPERSCRATCH COAT2.5 GALV. EXPANDEDMETAL LATHWALL PER PLAN2X PRESSURE TREATEDWOOD SILL PLATECONCRETE SLAB ONGRADE. REFER TOSTRUCTURAL DWGS.CONCRETE SIDEWALK.REFER TO CIVIL DWGS.5/8 INCH THK.GYPSUM BD.BUILDING PAPERCULTURED STONEVENEER OVERMORTAR BED2.5 GALV. EXPANDEDMETAL LATHPLYWOOD SHEATHING6" 2"WALL PER PLAN2X PRESSURE TREATED WOODSILL PLATECONCRETE SLAB ONGRADE. REFER TOSTRUCTURAL DWGS.CONTINUOUS POLYETHLENEFOAM SILL GASKETCONCRETE SIDEWALK.REFER TO CIVIL DWGS.5/8 INCH THK.GYPSUM BD.STUCCO WEEP SCREEDSEE ELEVATIONS FORFINISH2.5 GALV. EXPANDEDMETAL LATH OVER BLDGPAPERPLYWOOD SHEATHINGOVERFLOW ROOF DRAIN6"2"BRONZE COW TONGUEOVERFLOW DOWNSPOUT2x4 FLAT STUD24 GA. FLASHINGPLYWOOD SHEATHINGWALL PER PLANBUILDING PAPER2.5 GALV. EXPANDEDMETAL LATH7/8" THK. CEMENTPALSTER - 3 COATMEDIUM SAND FINISH1. SCRATCH COAT2. BROWN COAT3. FINISH COATCONCRETE FOOTING26 GA. GALV. WEEP SCREEDWITH WEEP HOLES, REFERTO DETAIL 1/A7.50NOTE:THE TYPICAL CORNER TREATMENT FOR STONE VENEER IS SHOWNABOVE. ALTERNATE LAPPING STONES AS SHOWN ABOVE.FIELD STONE SHALL HAVE HORIZONTAL GROUT LINE ALIGNED WITHTHE FINISH FLOOR. HORIZONTAL GROUT JOINTS SHOULD NOTEXCEED 4 TO 6 FEET.TYPICAL CORNERTYP. FAC OFLAPPED STONETYP. END OFLAPPED STONECONCRETE SLAB ONGRADE. REFER TOSTRUCTURAL DWGS.CONCRETE SIDEWALK.REFER TO CIVIL DWGS.2" 6"WALL PER PLAN2X PRESSURE TREATEDWOOD SILL PLATE5/8 INCH THK.GYPSUM BD.PLYWOOD SHEATHINGPLYWOOD SHEATHINGBUILDING PAPER7/8" THK. CEMENTPLASTER - 3 COATMEDIUM SAND FINISH24 GA. DRIP SCREED1" THK. INSULATEDGLAZINGALUMINUMSTOREFRONTSYSTEMCEMENT PLASTERJ-SCREEDSELF ADHERED FLASHINGBUILDING PAPERPLYWOOD SHEATHING(SHEARWALL WHEREOCCURS)7/8" THK. - 3 COAT -CEMENT PLASTER OVERMETAL LATH3/8" THK. BACKER RODAND SEALANT3/8" THK. PLASTIC SHIMSELF ADHEREDWATERPROOFMEMBRANE1/2" PLYWOOD SHIMCORNER TRIM5/8" THK. GYPSUM BDHEADER PER PLAN2X WOOD BLOCKING2" WIDE SOFFIT VENT2X CEILING JOIST5"7/8" THK. CEMENTPLASTER - 3 COATOVER METAL LATHE,MEDIUM SAND FINISH2X WOOD STUDFRAMINGHEADER BEAMREF TO STRUCTURALCEMENT PLASTERSCREEDF.O.B.BUILDING PAPERSCRATCH COAT2.5 GALV. EXPANDEDMETAL LATH7/8" THK. CEMENTPLASTER - 3 COATMEDIUM SAND FINISHPLYWOOD SHEATHINGBUILDING PAPERSTUCCO COATSCRATCH COAT2.5 GALV. EXPANDEDMETAL LATHWALL PER PLANCONCRETE SLAB ONGRADE. REFER TOSTRUCTURAL DWGS.5/8 INCH THK.GYPSUM BD.2" 8"CBC SECTION 1405 INSTALLATION OF VENEERS1405.4 FLASHING: FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TOPREVENT MOISTURE FROM ENTERING THE WALL OR TO REDIRECT THAT MOISTURE TOTHE EXTERIOR. FLASHING SHALL BE INSTALLED AT THE PERIMETERS OF EXTERIOR DOORAND WINDOW ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIORWALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH ROOFS, CHIMNEYS,PORCHES, DECKS, BALCONIES AND SIMILAR PROJECTIONS AND AT BUILT-IN GUTTERS ANDSIMILAR LOCATIONS WHERE MOISTURE COULD ENTER THE WALL. FLASHING WITHPROJECTING FLANGES SHALL BE INSTALLED ON BOTH SIDES AND THE ENDS OF COPINGS,UNDER SILLS AND CONTINUOUSLY ABOVE PROJECTING TRIM.1405.4.2 MASONRY: FLASHING AND WEEP HOLES IN ANCHORED VENEER SHALL BELOCATED IN THE FIRST COURSE OF MASONRY ABOVE FINISHED GROUND LEVEL ABOVETHE FOUNDATION WALL OR SLAB, AND OTHER POINTS OF SUPPORT, INCLUDINGSTRUCTURAL FLOORS, SHELF ANGLES AND LINTELS WHERE ANCHORED VENEERS AREDESIGNED IN ACCORDANCE WITH SECTION 1405.6.1405.10 ADHERED MASONRY VENEER: ADHERED MASONRY VENEER SHALL COMPLY WITHTHE APPLICABLE REQUIREMENTS IN THIS SECTION AND SECTIONS 12.1 AND 12.3 OF TMS402/ACI 530/ ASCE 5.1405.10.1 EXTERIOR ADHERED MASONRY VENEER: EXTERIOR ADHERED MASONRYVENEER SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 1405.10 AND THEMANUFACTURER'S INSTRUCTIONS.1405.10.1.1 WATER-RESISTIVE BARRIERS: WATER-RESISTIVE BARRIERS SHALL BEINSTALLED AS REQUIRED IN SECTION 2510.6.1405.10.1.2 FLASHING: FLASHING SHALL COMPLY WITH THE APPLICABLE REQUIREMENTSOF SECTION 1405.4 AND THE FOLLOWING.1405.10.1.2.1 FLASHING AT FOUNDATION: A CORROSION-RESISTANT SCREED ORFLASHING OF A MINIMUM 0.019-INCH (0.48 MM) OR 26 GAGE GALVANIZED OR PLASTIC WITHA MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE INSTALLEDTO EXTEND NOT LESS THAN 1 INCH (25 MM) BELOW THE FOUNDATION PLATE LINE ONEXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER-RESISTIVEBARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREEDOR FLASHING.1405.10.1.4 ADHERED MASONRY VENEER INSTALLED WITH LATH AND MORTAR:EXTERIOR ADHERED MASONRY VENEER INSTALLED WITH LATH AND MORTAR SHALLCOMPLY WITH THE FOLLOWING.1405.10.1.4.1 LATHING: LATHING SHALL COMPLY WITH THE REQUIREMENTS OF SECTION2510.1405.10.1.4.2 SCRATCH COAT: A NOMINAL 1/2-INCH-THICK (12.7 MM) LAYEROF MORTAR COMPLYING WITH THE MATERIAL REQUIREMENTS OF SECTIONS 2103 AND2512.2 SHALL BE APPLIED, ENCAPSULATING THE LATHING. THE SURFACE OFTHIS MORTAR SHALL BE SCORED HORIZONTALLY, RESULTING IN A SCRATCH COAT.1405.10.1.4.3 ADHERING VENEER: THE MASONRY VENEER UNITS SHALL BE ADHERED TOTHE MORTAR SCRATCH COAT WITH A NOMINAL 1/2-INCH-THICK (12.7 MM) SETTING BEDOF MORTAR COMPLYING WITH SECTIONS 2103 AND 2512.2 APPLIED TO CREATE A FULLSETTING BED FOR THE BACK OF THE MASONRY VENEER UNITS.THE MASONRY VENEER UNITS SHALL BE WORKED INTO THE SETTING BED RESULTING INA NOMINAL 3/8-INCH (9.5 MM) SETTING BED AFTER THE MASONRY VENEER UNITS AREAPPLIEDA7.5EXTERIOR DETAILS AS NOTEDSCALE:2EXT. WALL AT E.I.F.S1-1/2" = 1'-0"SCALE:3VEENER AT CURB1-1/2" = 1'-0"SCALE:4OVERFLOW DRAIN1-1/2" = 1'-0"SCALE:8EXT. WALL AT E.I.F.S1-1/2" = 1'-0"SCALE:1EXT. WALL AT SCREED1-1/2" = 1'-0"SCALE:5CEMENT PLASTERN.T.S.SCALE:9VENEER AT CORNERNTSSCALE:7EXT. WALL 3" = 1'-0"SCALE:6EXPANSION SCREEDN.T.S.SCALE:11CURB AT LANDSCAPE1-1/2" = 1'-0"SCALE:10VENEER ATTACHMENTNTS3883 Ruffin Road Suite B San Diego, CA 92123 p: 714/560/8200 f: 714/560/8211 www.tait.com Since 1964 Los Angeles Anaheim Ontario Sacramento San Diego Boise Dallas Denver Seattle "TAIT & ASSOCIATES" 2020 ALL RIGHTS RESERVED Job#: Scale: Date: Drawn By: Checked By: Rev. #Date DescriptionSHEET:7-ELEVEN, INC. 3200 HACKBERRY, IRVING, TEXAS 75063 SE1237 7-ELEVEN 1046249 1110 N. MAIN ST MANTECA, CA 95336 TICOFALCC 1 9 0 9 1L 11 / 21EXPIRESETSTAFOIA NR SNI C E EDCHRAIETA EN FR JR.EK ALLPNSI