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�,rPJ�II <br />1I <br />I I <br />I III I <br />I III II <br />II <br />II <br />II <br />I Illy <br />I 5 <br />L <br />F T -�r <br />I <br />II <br />II <br />� II <br />II <br />__,yl <br />_ _ <br />- <br />MR,A2 <br />�y <br />I III IIL0 <br />jl�l <br />LUJIII <br />II b <br />��� <br />i <br />1L___J r��I <br />ELE <br />Ill���j <br />II <br />III <br />L_1_________J_____ <br />------====ll <br />L <br />_i <br />III L_ JJ <br />III== <br />L JI PLIrrr <br />_ _= <br />II LI <br />II <br />-----�I� --- <br />._II Illlll�l <br />I11111 llllL J <br />-� <br />�II <br />II <br />jlllllfl-tl� <br />I <br />I �==__==� <br />III <br />�JII <br />IIIrr <br />II <br />JWI <br />III <br />IIIILLJI(� <br />II it <br />III I <br />II <br />I <br />�L__� <br />—1 <br />L_�1L IDIF <br />I <br />lI <br />P�♦at <br />-D <br />' <br />it 1r--ti <br />CORRIDOR II r_TI <br />L jl <br />I <br />�i <br />VENTILATIO =_ALL <br />n=----- <br />— — — — — — — — — — - <br />�— <br />SHAFT D <br />----- <br />— — -- ==- <br />ill <br />I <br />I I F p <br />II II ll ^h! l <br />I I u <br />dry—�L <br />II III II Ij J <br />II rl , J a r s rn <br />_L•d L•J I I I I I <br />/ I L____JL___________- <br />II / r —i <br />II I I F Q -lr.� - <br />Irq 11 11 I <br />ice^ f aLd LJII u <br />I LrJL_ <br />__ I__ �L=-==�1 I <br />I I 11 -1 II Srr-,r <br />II L�L AJ.L=� wlLL _J LL=====__� � III <br />II � III <br />I I III II I <br />II III <br />II n m ul <br />II IL_� I <br />II I r 1 I III <br />II III <br />I <br />J <br />SLAB PLAN NOTES <br />1. TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONAL <br />DIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMING <br />ALIGNMENT" DETAIL BELOW. <br />2. SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP. <br />3. AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM <br />ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-01, MIN <br />CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES, <br />SUPPORTS, ETC. ACCORDINGLY. <br />4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR <br />ADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TO <br />IDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERAL <br />CONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES. <br />5. PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS. <br />6. PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALL <br />REVIEW AND APPROVE THE FOUNDATION EXCAVATIONS. <br />7. PROVIDE PENETRATION FIRESTOP SYSTEMS PER X <br />AD-XX <br />8. AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE AND <br />CONCRETE SUBSTRATE, TYP. U.N.O. <br />9. PROVIDE VAPOR BARRIER BELOW ON -GRADE SLABS WHERE MOISTURE -SENSITIVE FLOOR <br />COVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER - <br />---------- G SEE GEOTECH REPORT. <br />A2-43 <br />10. ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGS <br />FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILD <br />ELEMENTS THAT MAY REQUIRE EMBED PLATES. <br />a IZE r=====-------- <br />� <br />��- -�--,1 <br />1,1-- <br />1 <br />1 <br />2 <br />IIILJI <br />III L IP 4 n <br />III tLJ II j I1 <br />IL <br />A2-20 <br />I === �___________ ____________ JJ <br />N <br />11. STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOW <br />THE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURAL <br />DRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY. <br />SLAB & FRAMING ALIGNMENT <br />ALL ASSEMB Y <br />PER PLAN <br />MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR -SEE <br />ARCH AND STRL PLANS <br />ALIGN EXTERIOR FINISH <br />ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TO <br />s COORDINATE WITH ARCHITECT. <br />DIMENSION POINT <br />PER FLOOR PLAN <br />TYP ELEVATED SLAB <br />VY,ALL ASSEMB Y <br />PER PLAN <br />MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEE <br />ARCH AND STRL PLANS <br />EXTERIOR FINISH <br />ra IF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM <br />Z" FLASHING OR SIMILAR APPROVED MATERIAL <br />ALTERNATIVELY: PROVIDE SUITABLE FILL MATERIAL OR <br />EXTEND CONCRETE SLAB TO ALIGN WITH EXTERIOR <br />DIMENSION POINT WALL SUBSTRATE. GC TO COORDINATE WITH <br />PER FLOOR PLAN ARCHITECT <br />TYP SLAB ON GRADE <br />y <br />SYMBOL LEGEND <br />FD FLOOR DRAIN EADXXXXX <br />FD 2 STAGE FLOOR DRAIN <br />DIRECTION OF SLOPE - 1/4" / FT U.N.O. <br />-3" FS / SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE <br />-6" TOC CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS <br />FS = FINISH SURFACE <br />TOC = TOP OF STRUCTURAL CONCRETE SLAB <br />TO CURB = TOP OF CURB <br />CONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLAB <br />CONCRETE SLAB ON GRADE PER LANDSCAPE <br />DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE DECORATIVE <br />PAVING PER LANDSCAPE. 6" DEPRESSION AT TOP OF SLOPE (WHERE <br />OCCURS) U.N.O. <br />DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE WATERPROOF <br />TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE (WHERE <br />OCCURS), TYP, U.N.O. <br />CONCRETE SLAB OVER STRUCTURAL FOAM - SEE STRUCTURAL FOR <br />ADDITIONAL INFORMATION <br />DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE CONCRETE <br />TOPPING SLAB. 4" DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), <br />TYP. U.N.O. <br />CONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL AND <br />STRL FOR ADDITIONAL INFORMATION <br />TOOLED CONTROL JOINT IN CONCRETE TOPPING SLAB <br />1>< CONCRETE SLAB OPENING <br />CONCRETE STRUCTURAL SLAB TRANSITIONS <br />DEPRESSION <br />SLOPE TO LEVEL <br />KEYPLAN <br />LEVEL TO SLOPE <br />DEPRESSION TO SLOPE <br />X <br />AD-XX <br />X <br />AD-XX <br />• <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 />1 <br />TF <br />i <br />T_ <br />O <br />rn <br />U <br />z <br />Q <br />z <br />��Q/� <br />VJ <br />I— <br />LLI <br />U) <br />F_ <br />w <br />LO <br />T_ <br />L0 <br />06 <br />T_ <br />Nt <br />W <br />No. Date Description H <br />10 <br />v ) <br />U <br />Lu <br />U <br />z <br />Q <br />J <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />n <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 />' r% <br />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />v J <br />SED ARC,S,,T <br />ILL <br />�0 �� <br />N <br />N <br />* No. C29795 * <br />C) <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />of <br />C A� <br />License Stamp <br />o <br />BUILDING A THIRD <br />LEVEL SLAB PLAN <br />COPYRIGHT <br />A2-1 3S <br />