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STOREFRONT PER PLAN AND ELEVATIONS <br />EXTERIOR PAVING <br />PER CIVIL AND LANDSCAPE DRAWINGS <br />EXPANSION JOINT AND SEALANT <br />HORIZONTAL WATERPROOF MEMBRANE - <br />TURN UP VERTICAL FACE OF STRUCTURAL <br />CONCRETE DEPRESSION <br />DRAINAGE/PROTECTION BOARD <br />WATERPROOF SYSTEM PROTECTION COURSE <br />F.F. <br />4 4 as <br />4 a Qa <br />d Q 4 <br />IT <br />° <br />a <br />° 4 <br />a a <br />4 <br />F.O. TUD OR F.O. <br />d F.O. MULLIb d SHTG IF OCCURS <br />a d a a PER PLAN <br />4 4 d a <br />d <br />a 4 a d <d a <br />d <br />a <br />� a Q PER PLAN <br />Cf.S.S. � <br />TOP OF STRUCTURAL SLABS ARE LEVEL. <br />PROVIDE APPROVED FIL f R BELOW <br />WAYERPROOFING SYSTEM TO ACHIEVE FINISH <br />PAVEMENT SLOPE PER PLAN <br />a <br />STRUCTURAL CONCRETE SLAB <br />z<1 a <br />n <br />STOREFRONT SILL @ TOPPING SLAB 1211 PLANTER @ P <br />ODIUM <br />STOREFRONT PER PLAN AND ELEVATIONS PLANTER SOIL <br />— LEVEL CONCRETE PAVER SYSTEM \j\ \\ \\ \\ \\ \\/ O O <br />LANDSCAPE DRAWINGS / \/ \/ \/ \/ \/ O O \\ <br />QO Oo <br />EXPANSION JOINT AND SEALANT <br />0 o O OO <br />HORIZONTAL WATERPROOF MEMBRANE - /\/\/\/\/\/\/ o o \ <br />TURN UP VERTICAL FACE OF STRUCTURAL /\\/\\/\\�\\/\\�\\/ O CLEAN -OUTS PERFORATED LINE <br />METAL // // // /X // // O OO \ <br />\\ \\ \\ \\ \\ \\ \ (THREADED) <br />CONCRETE DEPRESSION SILL PAN j\//\�/\//\�j\//\// o o O � O o ( <br />DRAINAGE/PROTECTION BOARD /\\�\\/\\�\\/\\/\\/ O O \ <br />WATERPROOF SYSTEM PROTECTION COURSE j // // �j // �j // FABRIC WRAP WITH GRAVEL POCKET <br />SIM. \ \ \ \ \ \ \ O Oo <br />GRAVEL BASE PER PAVER / a° <br />N �[_] F.F. / // // // // // /� OO OO <br />MANUFACTURER'S REQUIREMENTS , \ \ \ \ \ \ o o o <br />\\ \\ \\ \\ \\ \\ o o � CONCRETE FOOTING SLOPE TO <br />\\\/ o 0 0 0 0 0 0\ DRAINS PER PLAN <br />DRAINAGE COMPOSITE <br />a 4 Q d 4 <br />aQ F.O. STUD OR F.O. <br />°d a SHTR IF OCCURS <br />° PE LAN <br />d � <br />4 a N <br />zi PER PLAN D p e> <br />TOP OF STRUCTURAL SLABS ARE LEVEL. <br />PROVIDE APPROVED FILqR BELOW <br />WATERPROOFING SYSTEM TO ACHIEVE FINISH D> <br />PAVEMENT SLOPE PER PLAN <br />Q <br />STRUCTURAL CONCRETE SLAB SPECIFIED WATERPROOFING <br />\ SYSTEM (SEE TYPICAL SECTION) <br />n REINFORCING FABRIC & 30 MIL COAT OF <br />COLD FLUID APPLIED WATERPROOFING <br />STRUCTURAL CONCRETE <br />STOREFRONT SILL @ CONC PAVERS 1221 DRAIN @ PLANTER 1181 W.P. @PLANTER <br />STOREFRONT PER PLAN AND ELEVATIONS <br />PEDESTAL PAVER SYSTEM <br />HORIZONTAL WATERPROOF MEMBRANE - <br />TURN UP VERTICAL FACE OF STRUCTURAL <br />CONCRETE DEPRESSION <br />WATERPROOF SYSTEM <br />PROTECTION COURSE <br />O <br />d d d 4 4 O <br />O d <br />O 4Q d d 4 <br />4 d <br />a <br />a d d 44 a <br />a d 4 d <br />O 4' Q d d O d <br />O 4 <br />a 4 <br />a <br />a <br />TOP OF STRUCTURAL SLAB"RE LEVEL. <br />PROVIDE HARDROCK CONC OVERPOUR <br />BELOW WATERPROOFING SYSTEM TO <br />ACHIEV�FINISH PAVEMENT SLOPE PER P ANa <br />a <br />DRAINAGE COMPOSITE BOARD - <br />SECURE FABRIC TO PIPES TO <br />PREVENT DIRT ENTRY <br />SPECIFIED WATERPROOFING <br />SYSTEM (SEE TYPICAL <br />SECTION) <br />PLANTER DRAIN <br />COMPACTED BACKFILL <br />CMU WALL PLANTER <br />PLANTER BAS 15 <br />CONCRETE TOPPING SLAB <br />DRAINAGE COMPOSITE <br />W.P. MEMBRANE <br />REBAR PER STRL <br />CONC. STRL SLAB <br />GROUT SET <br />DRAIN ASSEMBLY <br />PLANTER SOIL <br />STUCCO <br />WR BARRIER <br />STRUCTURAL PANEL <br />WHERE OCCURS <br />SEALANT APPLIED TOP OF MEMB <br />FASTENER AT TOP OF FLASHING <br />GI STUCCO SCREED <br />GI FLASHING HEMMED <br />12" MEMBRANE <br />APPLIED TO SUBSTRATE w/ CALIF <br />SEALANT <br />PEDESTAL PAVERS <br />SPECIFIED WATERPROOFING <br />SYSTEM (SEE TYPICAL SECTION) <br />CONC SLAB <br />13 DECK TO WALL @ PEDESTAL PAVERS 19 <br />PEDESTAL PAVER SYSTEM PER PLAN <br />NON-STRUCTURAL, SECONDARY CONCRETE SLAB, MIN 2-1/2" THICK, <br />SLOPED PER PLAN <br />WATERPROOFING SYSTEM PROTECTION COURSE <br />WATERPROOFING SYSTEM HORIZONTAL MEMBRANE <br />ELASTOMERIC SHEET FLASHING <br />ROLL WATERPROOFING SYSTEM HORIZONTAL <br />MEMBRANE AND PROTECTION COURSE INTO <br />DRAIN CLAMP RING <br />FLOOR DRAIN. REFER TO PLUMBING <br />DRAWINGS FOR ADDITIONAL <br />INFORMATION <br />LOW POINT AT DRAIN <br />LOCATION - SEE SLAB PLAN <br />° <br />° D ° <br />° D ° <br />D <br />CLAMP RING a <br />DRAIN EXTENSION AS REQUIRED <br />FOR DECK THICKNESS <br />DRAIN PIPING PER PLUMBING PLANS a <br />STRW,CTURAL POST TENSION <br />CONCRETE SL�B PER STRUCTURAL <br />DRAWINGS a a <br />NOTE: a <br />1. AFTER PAINT REMOVAL, PRIME AND ItAT BARE TAL IMMEDIATELY AND PRIOR TO ANY <br />RUST FORMATION <br />141 DRAIN @ PEDESTAL PAVERS 110 <br />SPECIFIED WATERPROOFING <br />SYSTEM (SEE TYPICAL SECTION) <br />DRAINAGE COMPOSITE <br />PLANTER WALL <br />REINFORCING STEEL BARS, SEE <br />STRUCT. DWGS. <br />SEALANT OVER CLOSED CELL <br />BACKER ROD <br />FINISHED TOPPING PER LANDSCAPE <br />DRAINAGE COMPOSITE <br />SPECIFIED WATERPROOFING <br />SYSTEM (SEE TYPICAL SECTION) <br />STRUCTURAL CONCRETE-� <br />SLOPE, <br />d 4 4 <br />4 d d <br />STRUCTURAL CONCRETE <br />MIN. 1" CANT OF TROWEL GRADE HIGH COMPRESSION DRAINAGE <br />WATERPROOFING MEMBRANE OR MAT UNDER PLANTER, TYP. <br />STRYPTURAL CONCRETE SLAB Z� k� APPROVED SEALANT <br />Q � CONDUIT OR PIPE SPECIFIED WATERPROOFING <br />SYSTEM STRIPE APPLICATION <br />WATERPROOFING MEMBRANE <br />STUCCO VSTUCCO <br />WR BARRIER WR BARRIER <br />STRUCTURAL PANEL STRUCTURAL PANEL <br />WHERE OCCURS WHERE OCCURS <br />SEALANT APPLIED TOP OF MEMB / SEALANT APPLIED TOP OF MEMB <br />FASTENER AT TOP OF FLASHING FASTENER AT TOP OF FLASHING <br />GI STUCCO SCREED GI STUCCO SCREED <br />GI FLASHING HEMMED GI FLASHING HEMMED <br />12" MEMBRANE 12" MEMBRANE <br />APPLIED TO SUBSTRATE w/ CALIF APPLIED TO SUBSTRATE w/ CALIF <br />SEALANT SEALANT <br />PRE -CAST CONC PAVERS CONC TOPPING SLAB <br />SETTING BED SETTING BED <br />DRAINAGE COMPOSITE DRAINAGE COMPOSITE <br />SLOPE SLOPE <br />PER <br />p p p <br />p <br />D � <br />� � p <br />o <br />SPECIFIED WATERPROOFING SPECIFIED WATERPROOFING <br />SYSTEM (SEE TYPICAL SECTION) SYSTEM (SEE TYPICAL SECTION) <br />\ CONC SLAB CONC SLAB <br />DECK TO WALL @ PAVERS 15 DECK TO WALL @ TOPPING SLAB 1 <br />LEVEL CONCRETE PAVER SYSTEM EXTERIOR PAVING <br />LANDSCAPE DRAWINGS PER CIVIL AND LANDSCAPE DRAWINGS <br />NON-STRUCTURAL, SECONDARY CONCRETE NON-STRUCTURAL, SECONDARY CONCRETE SLAB, MIN 2-1/2" THICK, <br />SLAB, MIN 2-1/2" THICK, SLOPED PER PLAN OVER DRAINAGE/PROTECTION BOARD, OVER WATERPROOF <br />MEMBRANE, OVER APPROVED FILL SUBSTRATE SLOPED PER PLAN <br />WATERPROOFING SYSTEM PROTECTION COURSE WATERPROOFING SYSTEM <br />GRAVEL BASE PER PAVER MANUFACTURER'S PROTECTION COURSE <br />REQUIREMENTS ELASTOMERIC SHEET FLASHING <br />ELASTOMERIC SHEET FLASHING ROLL WATERPROOFING SYSTEM HORIZONTAL <br />ROLL WATERPROOFING SYSTEM HORIZONTAL MEMBRANE MEMBRANE AND PROTECTION COURSE INTO <br />AND PROTECTION COURSE INTO DRAIN CLAMP RING DRAIN CLAMP RING <br />FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR FLOOR DRAIN. REFER TO PLUMBING <br />ADDITIONAL INFORMATION DRAWINGS FOR ADDITIONAL <br />INFORMATION <br />LOW POINT AT DRAIN I LOW POINT AT DRAIN <br />LOCATION - SEE SLAB PLAN LOCATION - SEE SLAB PLAN <br />a <br />4 a ° Od 4 <br />4 <br />O <br />a 4 <br />d OQ <br />O <br />D D ° <br />D ° ° <br />D D D <br />° v D 17 <br />CLAMP RING <br />DRAIN EXTE;$SION A EQUIRED <br />FOR DECK THICKNESS'I Q <br />DRAIN PIPING PER PLUMBING PLANS <br />STRUCTURAL POST TENSION a 'f <br />CONCRETE SLAB PER STRUCTURAL <br />DRAWINGS <br />NOTE: <br />1. AFTER PAINT REMOVAL, PRIME AND COAT BPRE METAL IMMEDIATELY AND PRIOR TO ANY <br />RUST FORMATION <br />DRAIN @ PAVERS <br />WATERPROOFING MEMBRANE <br />I <br />CLAMP RING <br />DRAIN EXTTHICION A EQUIRED <br />FOR DECK KNES Q <br />DRAIN PIPING PER PLUMBING PLANS <br />STRUCTURAL POST TENSION a <br />CONCRETE SLAB PER STRUCTURAL <br />DRAWINGS <br />NOTE: <br />1. AFTER PAINT REMOVAL, PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY <br />RUST FORMATION <br />6 DRAIN @ TOPPING SLAB <br />WATERPROOFING MEMBRANE <br />21 <br />NOTE. AT PLASTIC PIPES, ROUGHEN SURFACE OF PIPES WITH SANDPAPER TO FACILITATE WATERPROOFING BOND. <br />STOREFRONT SILL @ PEDESTALS 23 PENETRATIONS @ PLANTER 19 PLANTER BASE 15 PODIUM DECK WP -PEDESTAL PAVERS 11 PODIUM DECK WP- CONC PAVERS 7 PODIUM DECK WP- TOPPING SLAB 3 <br />HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL STUCCO 3" DIA AL DOWNSPOUT <br />FACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITH STRUCTURAL PANEL WHERE OCCURS <br />TERMINATION BAR PLASTIC TRANSITION CAP <br />WATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANE DETAIL SEALANT AT TOP OF MEMB. <br />AND TERMINATION BARS SEALANT <br />FASTENER AT TOP OF FLASHING <br />DRAINAGE/PROTECTION BOARD GI STUCCO SCREED <br />EXTERIOR PAVING PER CIVIL AND LANDSCAPE DRAWINGS WALL CAP GI COLLAR FLASHING NOTE: 6" MINIMUM SEPARATION BETWEEN <br />INSTALL TERMINATION BAR AT PROTECTION GI FLASHING HEMMED PIPES AND BETWEEN WALLS AND PIPES COURSE/MEMBRANE/DETAIL COAT 12" MEMBRANE APPLIES TO SUBSTRATE W/ PAVERS OR TOPPING SLAB <br />UV RESISTANT FLUID APPLIED CALIF SEALANT DRAINAGE COMPOSITE <br />WATERPROOF SYSTEM DETAIL COAT - WATERPROOFING MEMBRANE SETTING BED <br />4" HORIZ, 4" VERT z CONC TOPPING SLAB TOPPING SLAB <br />PREFORMED EXPANSION JOINT GRADECONTINUOUS URETHANE EXTRUDED PVC FLASHING 12� I I_ SETTING BED DRAINAGE BOARD CLOSED CELL BACKER ROD SEALANT OVER <br />Q a a MIN. � <br />TERMINATION BAR ENCASED IN — —REINFORCED FABRIC & 30 MIL COAT OF <br />° a \\�\\�\ SLOPE SEALANT FASTENED PER MFG. /� \) a ER PLAN WATERPROOF MEMBRANE COLD FLUID APPLIES WATERPROOFING <br />REQUIREMENT I a P PLAN <br />° 4 a ° Q � \� \� LEVEL 2 (PODIUM) / WATERPROOFING MEMBRANE CANT <br />4 ° SEPARATION MATERIAL <br />PER PLAN a PLANTER SOIL - i i 4 a 4 a e <br />T.S.S. \ a d <br />�e a ° 4 <br />a a <br />/ I I <br />\, I DRAINAGE COMPOSITE a a 4 <br />� A < � Q ( MIN 2" DEEP CONC SWALE- ° a ° D <br />a a SPECIFIED WATERPROOFING — — — — — — SLOPE TO DRAIN <br />a / SYSTEM (SEE TYPICAL SECTION) <br />p DRY PACK ANY VOID SPACES LID WITH NON -SHRINK GROUT D ° <br />EXPANSION JOINT STRIP OVER WATERPROOFING SYSTEM\/ DECK DRAIN e CONC SLAB <br />STRUCTURAL CONCRETE SLAB <br />SPECIFIED WATERPROOFING SYSTEM (SEE <br />D D ° <br />TYPICAL SECTION) <br />SLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACE CONT SEALANT AND CONIC. SLAB PER STRUCTURAL <br />ELEVATION OF DEPRESSED SLAB M LEVEL WITH AN ADDITIONAL BACKER ROD BOTH SIDES <br />OVERPOUR ADDED BELOW WATE Roo ING TO ACHIEVE SLOPE DRAINAGE BOARD FIRESTOPPING STRUCTURAL CONCRETE <br />SPECIFIED WATERPROOFING SYSTEM (SEE <br />4" DIA CI DRAIN PER PLUMBING TYPICAL SECTION) <br />SLAB TRANSITION 124j W.P. TERMINATION @ PLANTER 1201 TROUGH @ WALL & PLANTER 1161 CONC DECK DRAIN @ PAVERS1121 D.S. CONNECTION 181 W.P PIPE PENETRATION 141 <br />• <br />00- <br />Architecture + Planning <br />17911 Von Karman Ave. <br />Suite 200 <br />Irvine, CA 92614 <br />ktgy.com <br />949.851.2133 <br />KTGY Project No: 2017-0934 <br />Project Contact: Debbie Holland <br />Email: dholland@ktgy.com <br />Principal: Wil Wong <br />Project Designer: D. Schoolmeester <br />Project Director: Debbie Holland <br />Developer <br />RE D]_[� OAK <br />INVESTMENTS <br />4199 CAMPUS DRIVE <br />IRVINE, CA 92612 <br />PHONE NO. (714) 342-2502 <br />T_ <br />O <br />V/ <br />Q <br />U <br />Z <br />Q <br />Z <br />Q <br />U) <br />w <br />ry <br />U) <br />F_ <br />'Cl- <br />uj <br />LO <br />T_ <br />L0 <br />W <br />T_ <br />Nt <br />No. Date Description H <br />10 <br />00 <br />�D <br />U) <br />U <br />W <br />2 <br />U <br />Z <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />of any perceived errors or omissions in the plans and specifications of which a contractor <br />thoroughly knowledgeable with the building codes and methods of construction should <br />reasonably be aware. Written instructions addressing such perceived errors or omissions <br />shall be received from the architect prior to the client or clients subcontractors proceeding <br />' /) <br />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />v <br />SED ARC, I', <br />LL <br />�0 <br />N <br />No. C29795 <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />qTF OF- <br />C A\_ <br />License Stamp <br />o <br />ELEVATED SLAB <br />DETAILS <br />AD-41 <br />COPYRIGHT n <br />