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<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 />WALL 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 />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 />ALLASSEMB 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 < " 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 />'H.9
<br />SYMBOL LEGEND
<br />J
<br />FD
<br />FLOOR DRAIN
<br />X
<br />AD-XX
<br />X
<br />FD
<br />2 STAGE FLOOR DRAIN
<br />AD-XX
<br />DIRECTION OF SLOPE - 1/4" / FT U.N.O.
<br />-3" FS /
<br />SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE
<br />CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS
<br />K
<br />-6" TOC
<br />FS = FINISH SURFACE
<br />TOC = TOP OF STRUCTURAL CONCRETE SLAB
<br />TO CURB = TOP OF CURB
<br />L
<br />CONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLAB
<br />X
<br />CONCRETE SLAB ON GRADE PER LANDSCAPE
<br />/
<br />ADAX
<br />DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE DECORATIVE
<br />X
<br />PAVING PER LANDSCAPE. 6" DEPRESSION AT TOP OF SLOPE (WHERE
<br />OCCURS) U.N.O.
<br />AD-XX
<br />DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE WATERPROOF
<br />X
<br />TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE (WHERE
<br />OCCURS), TYP, U.N.O.
<br />ADAX
<br />CONCRETE SLAB OVER STRUCTURAL FOAM - SEE STRUCTURAL FOR
<br />X
<br />ADDITIONAL INFORMATION
<br />ADAX
<br />DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE CONCRETE
<br />X
<br />TOPPING SLAB. 4" DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS),
<br />TYP. U.N.O.
<br />ADAX
<br />CONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL AND
<br />X
<br />M
<br />STRL FOR ADDITIONAL INFORMATION
<br />AD XX
<br />--
<br />TOOLED CONTROL JOINT IN CONCRETE TOPPING SLAB
<br />CONCRETE SLAB OPENING
<br />CONCRETE STRUCTURAL SLAB TRANSITIONS
<br />I III IIII 10%
<br />ICI IIII A, �=�J�� 11L
<br />- _- - --_- L - - - - -
<br />N
<br />-_-----_--
<br />Y
<br />I
<br />I
<br />I '
<br />I I I I
<br />1 2
<br />I A2-61 A2-70
<br />I
<br />I I I I
<br />1 5 9 10 13
<br />BUILDING
<br />I
<br />N
<br />I
<br />23
<br />SLABPLAN SCALE: 3/32"=V-0 1
<br />XII
<br />DEPRESSION � LEVEL TO SLOPE
<br />SLOPE TO LEVEL � DEPRESSION TO SLOPE
<br />KEYPLAN
<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 />ED OAK
<br />INVESTMENTS
<br />S
<br />4199 CAMPUS DRIVE
<br />IRVINE, CA 92612
<br />PHONE NO. (714) 342-2502
<br />W
<br />Mid
<br />No. Date Description H
<br />10
<br />V J
<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 />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 />c- D ARc y,T
<br />LL
<br />N
<br />*
<br />No. C29795
<br />*
<br />C)
<br />RENEWAL DATE
<br />04
<br />AUGUST 31, 2023
<br />1
<br />qTF OF
<br />C A�_
<br />License Stamp
<br />o
<br />BUILDING B FIRST
<br />LEVEL SLAB PLAN
<br />BUILDINGA2�51 S
<br />B
<br />
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