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( 1 ) ( 20 ) <br />------------------------- <br />11 I <br />1 ; l!✓ I ' 1 I <br />1 111 11 1i I <br />1 Illry <br />I III�� <br />F <br />II <br />II <br />1 � li. <br />II <br />Ifl� 1 <br />it 111 n —, u 1 <br />U 111 11�'�' iiII <br />LJIi1 illi �-j 1L====_____- p_-_-_-- <br />IF <br />LJI L�J I <br />— J <br />Ll -----�I� --- <br />II I <br />II I <br />II I <br />rM11--------- <br />1 U a IL.�I 11 i=r---------- <br />11 d II <br />I <br />I �L <br />__s I <br />r,l L i1 <br />;FL_ JJ I <br />j -- - ------------II I <br />nr------------------11 <br />� l�I <br />DR <br />TION I <br />I I 11 ^^III <br />---- <br />II x III( �1 II II <br />L <br />L=__JL----J�--------JJr------ <br />1 Fr� 1-= F--------- r------------1�I�,I <br />1�11 LJ <br />U u <br />I1j1r1 <br />ul <br />I <br />IIll <br />� <br />I�- <br />J1 <br />I <br />I <br />yiiii <br />tillII <br />tillI <br />II I <br />I <br />p <br />„l, <br />L_J <br />II <br />II I <br />nuiiii <br />I n,r ' <br />r„r <br />U iiii <br />II I <br />II I <br />II I <br />_� <br />=�r-----� <br />II I <br />II I <br />II I <br />I <br />Ij J <br />n <br />I <br />;I <br />n <br />I <br />11 Irj <br />L____ JL___________J <br />- - - - - - - - - - - - -- <br />11 11 I <br />�11 e <br />11 <br />I <br />11 11 <br />I <br />Sir—,r <br />ILL=J <br />11 <br />II I <br />II I <br />FI rru. II I <br />I L __ iiii: II I <br />IIlr; III <br />r iiii: II I <br />II I <br />1 iii: II I <br />I L J <br />I I iii: II I <br />I� �1(� �1 r nil l( <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 />SEE GEOTECH REPORT. <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 />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 />) <br />e o n i <br />c ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TO <br />COORDINATE WITH ARCHITECT. <br />DIMENSION POINT <br />PER FLOOR PLAN <br />TYP ELEVATED SLAB <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 />EXTERIOR FINISH <br />a�IF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM <br />A < '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 />rA--� TYP SLAB ON GRADE <br />SYMBOL LEGEND <br />FD FLOOR DRAIN X <br />AD-XX <br />FD 2 STAGE FLOOR DRAIN X <br />AD-XX <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>< <br />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 />T_ <br />C) <br />Q <br />U <br />Q <br />z <br />Q <br />Q <br />z <br />Q <br />U) <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 />U) <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 />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />v J <br />0. <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 <br />License Stamp <br />o <br />BUILDING A SECOND <br />LEVEL SLAB PLAN <br />COPYRIGHT tc <br />A2-1 2S <br />