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NOTE: CONFIRM ALL INSTALLATION CONIC TOPPING SLAB <br />REQUIREMENTS WITH THE TOP COAT <br />MANUFACTURER. <br />�A P <br />DRAINAGE <br />�I�U� <br />M1 <br />COMPOSITE <br />e ° <br />° <br />d A O <br />000 <br />O 00 <br />d a ° <br />° ° <br />000�00 <br />0 0 <br />00000 a ° °d 0000 <br />0000000�00000 <br />A <br />u <br />AREA DRAIN 20_ SQUARE CONIC BLOCK OUT VERIFY TH <br />0000000000 <br />o 0 0 0 0 0 0 <br />DRAIN <br />000 <br />I. DIA <br />PER PLUMBING <br />N w <br />CLEAN & DRY SLAB <br />a <br />4 4 ca <br />4 <br />a <br />Q U <br />TJ <br />a <br />H <br />a ° a U) <br />LAPPED GSM 1" FLASHING <br />n <br />3 BEDS OF SEALANT 1" APART <br />CONTINUOUS BEAD OF SEALANT AT <br />OVERLAP SEAM <br />WALL EDGE LAP GSM "L" FLASHING <br />PRIME COAT <br />NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER. <br />- 121 <br />- 1171 <br />AREA DRAIN - SLAB <br />113 <br />EXT. WALKWAYS AT CORRIDORS <br />1 <br />BONDARIZED DOOR PAN <br />/ X <br />FLASHING - WITH FULLY <br />SOLDERED SEAMS - SEE AD-52.0 <br />BONDARIZED'L' METAL <br />FLASHING, SEE DETAILS 6 <br />BONDARIZED OUTSIDE <br />CORNER FLASHING - 10 <br />WITH FULLY SOLDERED <br />10 <br />BONDARIZED INSIDE JOINTS <br />CORNER FLASHING - <br />WITH FULLY <br />SOLDERED JOINTS <br />-122 <br />118 <br />114 <br />SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL) <br />16 <br />TYPICAL FLASHING TRANSITIONS <br />2 <br />HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL <br />FACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITH FACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITH <br />TERMINATION BAR TERMINATION BAR <br />WATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANE WATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANE <br />AND TERMINATION BARS AND TERMINATION BARS <br />DRAINAGE/PROTECTION BOARD DRAINAGE/PROTECTION BOARD INTERIOR INTERIOR STRUCTURAL SHEAR <br />EXTERIOR PAVING PER LANDSCAPE OR INTERIOR DRAWINGS HARDROCK TOPPING SLAB CORR. PANEL WHERE <br />INSTALL TERMINATION BAR AT PROTECTION INSTALL TERMINATION BAR AT PROTECTION OCCURS <br />COURSE/MEMBRANE/DETAIL COAT COURSE/MEMBRANE/DETAIL COAT <br />GYPSUM BOARD <br />WATERPROOF SYSTEM DETAIL COAT - WATERPROOF SYSTEM DETAIL COAT - <br />4" HORIZ, 4" VERT 4" HORIZ, 4" VERT <br />ISOLATE BASEBOARD <br />PREFORMED EXPANSION JOINT PREFORMED EXPANSION JOINT ABOVE FINISH FLOOR <br />d a a a a CONC. TOPPING SLAB <br />° d 'd ° ° 4 <br />d <br />° ° 4 HIGH SIDE FF <br />� ° Q w_ <br />° a Q <br />d ° ° ° d ° d PER PLAN Q a LOW SIDE FF <br />-----a - <br />° �a <br />° <br />d d ° a ° a T.S.S. Q - <br />d d <br />d <br />d d° a ° ° Q <br />d <br />° d d d° <br />4 d d <br />° d <br />III _1Ma a STRUCTURAL FOAM <br />_ <br />IIII I II I II 1 11 1 1 1 1 1 1 1 1 1 - <br />1/4" ISOLATION STRIP. <br />REMOVE TOP 1/4" OF <br />4 <br />MATERIAL & FILL GAP <br />EXPANSION JOINT STRIP OVER WATERPROOFING SYSTEM EXPANSION JOINT STRIP OVER WATERPROOFING SYSTEM L1 W/ SEALANT <br />MATCHING CONCRETE <br />STRUCTURAL CONCRETE SLAB STRUCTURAL CONCRETE SLAB COLOR <br />SLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACE SLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACE <br />ELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONAL ELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONAL <br />OVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPE OVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPE <br />-123 <br />119 <br />115 <br />PAVER TRANSITION TOPPING SLAB TRANSITION RAMP AT UNIT <br />13 <br />STRUCTURAL SHEAR PANEL WHERE <br />OCCURS <br />UNIT UNIT <br />I X EXTERIOR PLASTER <br />GYPSUM BOARD <br />I X W.R.B. <br />INTERIOR l X EXTERIOR <br />CORR. 6" WIDE SELF ADHERED FLASHING <br />0/ WEEP SCREED <br />GALVANIZED WEEP SCREED W/ <br />INTEGRAL SHIELD FLASHING <br />CONC. TOPPING SLAB <br />SLOPE FINISH SURFACE AND <br />`V SUBSTRATE PER PLAN <br />d ° .1DRAINAGE MAT <br />° ° a d d° <br />d <br />° <br />° ° a d d° ° d d WATERPROOFING <br />� d <br />1>< <br />� d <br />'I <br />- <br />d <br />° AI SIP CE <br />- — <br />< <br />° ° <br />°a °d <br />a °° ° <br />° d <br />a ° d °° d d 24 GA BONDARIZED'L' <br />a <br />° ° a FLASHING - SEE DETAIL <br />d ° d <br />STRUCTURALSLAB <br />PROVIDE SUITABLE FILL MATERIAL 1/4" ISOLATION STRIP. REMOVE TOP <br />OR EXTEND SLAB TO ALIGN WITH 1/4" OF MATERIAL & FILL GAP W/ <br />WALL SUBSTRATE SEALANT MATCHING CONCRETE <br />COLOR <br />- <br />24 <br />- <br />20 <br />- <br />16 <br />- <br />12 <br />SLAB STEP AT PARTY WALL <br />8 <br />FLASHING AT TOPPING SLAB <br />4 <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 />ED7 OAK <br />INVESTMENTS <br />S <br />4199 CAMPUS DRIVE <br />IRVINE, CA 92612 <br />PHONE NO. (714) 342-2502 <br />T_ <br />C) <br />N <br />d� <br />Q <br />U <br />Q <br />z <br />Q <br />Q <br />z <br />Q <br />U) <br />w <br />Nw <br />0d <br />vJ <br />F_ <br />ICT <br />LLI <br />LO <br />T_ <br />L0 <br />W <br />T_ <br />Nt <br />No. Date Description <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 />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />SED ARC,y1l <br />* No. C29795 <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />OF CAS\ <br />License Stamp <br />SLAB ON GRADE <br />DETAILS <br />AD-32 <br />(N <br />N <br />C) <br />N <br />COPYRIGHT U <br />