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TYP BELOW GRADE WALL5SCALE: N.T.S.DRAINAGE COMPOSITEFILTER FABRICTROWEL-GRADETREMCO 250GCFLUID-APPLIED WPCANT - INSTALLPER MANUFRECOMMENDATIONSTREMCO 250GC ONHORIZONTAL AND VERTICALSURFACE21TREMDRAINDRAINAGECOMPOSITE12" STRIP FILTERFABRIC - GLUE TODRAINAGECOMPOSITE PERMANUF.RECOMMENDATIONS34STEPSTEPSTEPSTEP6"MIN.OUTSIDE AND INSIDE CORNERS1STEPTREMDRAINDRAINAGECOMPOSITE12" STRIP FILTERFABRIC - GLUE TODRAINAGECOMPOSITE PERMANUF.RECOMMENDATIONS34STEPSTEPTOP OF FOOTINGFACE OF FOOTING FLUSH W/ EXTERIOR WALL - OUTSIDE CORNERFACE OF FOOTING EXTENDS BEYOND EXTERIOR WALL - OUTSIDE CORNERFACE OF FOOTING EXTENDS BEYOND EXTERIOR WALL - INSIDE CORNER6"MIN 1STEP2STEPTREMDRAINDRAINAGECOMPOSITE3STEPFACE OF FOOTING FLUSH W/ EXTERIOR WALL - INSIDE CORNER6"MIN 2STEPTREMDRAINDRAINAGECOMPOSITE3STEP1STEP12" STRIP FILTERFABRIC - GLUE TODRAINAGECOMPOSITE PERMANUF.RECOMMENDATIONS4STEP12" STRIP FILTERFABRIC - GLUE TODRAINAGECOMPOSITE PERMANUF.RECOMMENDATIONS4STEPTROWEL-GRADETREMCO 250GCFLUID-APPLIED WPCANT - INSTALLPER MANUFRECOMMENDATIONSTREMCO 250GC ONHORIZONTAL AND VERTICALSURFACETOP OF FOOTINGTREMCO 250GC ON VERTICALSURFACESTOP OF FOOTINGTREMCO 250GC ON VERTICALSURFACESTROWEL-GRADETREMCO 250GCFLUID-APPLIED WPCANT - INSTALLPER MANUFRECOMMENDATIONSTREMCO 250GCFORM EDGE OF FOOTING WHICHWILL RECEIVE WATERPROOFINGINSTALLATION AT PIT TRANSITIONS2SCALE: N.T.S.1SCALE: N.T.S.1/2" WATERSTOP, TYP.BENTONITEMEMBRANE SYSTEM-CAPABLE OFHYDROSTATICPRESSUREPROVIDE MUD SLABUNDER BENTONITEWATERPROOFINGSYSTEM2"CONCRETE SLABPARASEAL GM/LGBENTONITEMEMBRANE SYSTEMCAPABLE OFHYDROSTATICPRESSURESTEGO VAPOR BARRIERPER PLANFOOTINGPROVIDE SUBSTRATE ORSIDE MAY BE SLOPE CUTPER CONTRACTORSOPTION, IF BLINDSIDEAPPLICATION, SUBSTRATEMUST MEET REQ. OFMANUF. AND SPECS.PROVIDE RIGID SUBSTRATEDRAINAGE COMPOSITE O/BENTONITEWATERPROOFINGLEVEL P3SEAL UNDERSLAB VAPORBARRIER (STEGO WRAP 15MIL0 TO PITWATERPROOFINGNOT USED6NOT USEDPERIMETER DRAINWHERE OCCURS -SEE PLUMBINGDWGSNOTE:IF COLUMN FOOTING IS INTEGRALTO ELEVATOR PIT, WATERPROOFINGSHALL BE INSTALLED CONTINUOUSBENEATH BOTH COLUMN AND ELEVATORFOOTINGS3SCALE: N.T.S.NOT USED4SCALE: N.T.S.78NOT USED13SCALE: N.T.S.10PENETRATION AT BACKFILL CONDITIONFLUID-APPLIED WP DETAILCOAT, PER MANUFPIPE PENETRATIONWRAP FILTER FABRIC ATTERMINATION OFDRAINAGE COMPOSITECMU WALL12" WATERSTOPNOTES:1. ALL PENETRATIONS MUST BE SPACED 12" MIN. APART2. ACCESS TO EXTERIOR MUST BE PROVIDED AFTER WALL IS CASTMODULAR HOLEFORMING AND PIPESEAL COLLARAPPROVED TREMCOSEALANT ANDBACKER RODDRAINAGE BOARDFLUID-APPLIED WP2'-0" MIN 6" <br />MIN LAP <br />6"MIN LAP1'-0"1'-0"PROVIDE MUD SLABUNDER BENTONITEWATERPROOFING SYSTEMBENTONITE MEMBRANESYSTEM12" WATERSTOP,TYP12 WATERSTOP,TYPBENTONITEMEMBRANESYSTEMTERMINATION BARSEALANTNOT USED9SCALE: N.T.S.FYRE SIL SILICINE PER STRUCTURAL90 MILS COLD FLUIDAPPLIED WATERPROOFING30 MILS COLDFLUID APPLIEDWATERPROOFINGDETAIL COAT6" MIN.6" MIN.DETAIL AT CONTROL JOINTBACKER ROD AND SEALANTAPPROVED BY WP MANUFNOT USEDREINFORCING FABRICAPPROVED BY WPMANUFCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 <br />4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABELOW GRADEWATERPROOFINGDETAILSAD-45AAAA06-21-23