458'-0"38'-0"60'-0"60'-0"60'-0"60'-0"50'-0"60'-0"70'-0" 38'-0"60'-0"60'-0"60'-0"60'-0"50'-0"60'-0"70'-0"
1641'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"54'-6" 1641'-0"58'-0"58'-0"58'-0"57'-7"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"57'-7"58'-0"58'-0"54'-6"OFFICEPOTENTIAL MATCH LINESEE 1/DRC-A2.02SEE 1/DRC-A2.02MATCH LINESEE 1/DRC-A2.02SEE 1/DRC-A2.02 82 DOCK DOORS
5" 5"
458'-0"
20'-6"
20'-6"
ROOMELECTRICAL
ARCHITECTURALOVERALL FLOOR PLANCHECKEDSHEET TITLESHEET NUMBERJOB No.DRAWN23-013 No.ISSUANCEDATE
REN. 12-31-25NO. C-33677I OHLCRSTOTEACFALIEDESNESTCVE.KAAIFORNITHTCGNE
STEVE HONG
CONSULTANTS
AMERICAN CONTRACTORS, INC.404 WEST BLUERIDGE AVE.ORANGE, CA 92865DIRECT: 714-282-5700ATTN: LAURA [email protected] ENGINEER
STEVE HONG
S T E V E K H O N G A R C H I T E C T4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected] DARIN FONG AND ASSOCIATES3230 E. IMPERIAL HWY SUITE 302BREA, CA 92821DIRECT: 951-219-2849EMAIL: [email protected]: DARIN FONGSTRUCTURAL ENGINEERMECHANICAL ENGINEER
PLUMBING ENGINEERELECTRICAL ENGINEER
GEOTECHNICAL ENGINERSOUTHERN CALIFORNIA GEOTECHNICAL22885 SAVI RANCH PKWY SUITE EYORBA LINDA, CA 92887714-685-1115EMAIL: [email protected]: ROBERT G TRAZO AIR CONTROL SYSTEMS INC.1940 S. GROVE AVE.ONTARIO, CA 91761DIRECT: 949-450-1229EMAIL: [email protected]: CHAD WILLIAMSGREGG ELECTRIC608 W. EMPORIA STREETONTARIO, CA 91762DIRECT: 909-983-1794EMAIL: [email protected]: JOHN BRENNANKIMLEY-HORN | 3801 UNIVERSITY AVE,SUITE 300 RIVERSIDE, CA 92501DIRECT: 619-744-0144|MOBILE: 619-300-5087ATTN: DAVIE [email protected] 1" = 70'-0"SCALE1 OVERALL FLOOR PLANTRUENORTHDRC-A2.01
GENERAL NOTES1.REFER TO CIVIL DRAWINGS FOR SLAB ON GRADE FINISH FLOORELEVATION ANY DIRECTION OF SLOPE IF ANY.2.SLOPE POUR STRIP 12" TO EXTERIOR AT ALL MAN DOORS AND DOCKDOORS. SEE STRUCTURAL DRAWINGS FOR POUR STRIP LOCATIONS.3.ALL DIMENSIONS ARE TO FACE OF CONCRETE PANEL WALL, GRIDLINE OR FACE OF STUD UNLESS NOTED OTHERWISE.4.REFER TO CIVIL DRAWINGS FOR POINT CONNECTION TO OFF-SITEUTILITIES AND CONTRACTOR TO VERIFY ACTUAL UTILITYLOCATIONS.5.CONTRACTOR TO PROTECT AND KEEP FLOOR SLAB CLEAN. ALLEQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS TOPREVENT OIL SPILLS.6.CONCRETE SLAB TO HAVE STEEL FLOAT TROWEL BURNISHEDFINISH.7.ALL FLOOR SLAB NAIL OR BRACE FRAME HOLES SHALL BE FILLEDWITH APPROVED 2 PART EPOXY COMPOUND TO MATCH CONCRETECOLOR.8.PROVIDE MM-EP-90 AT CONTROL/EXPANSION JOINTS AT THESPEEDBAY ONLY.PAINT NOTES1.INTERIOR CONCRETE WALL: SINGLE COAT OF ACRYLIC PAINT ONINTERIOR WALLS. SHERWIN WILLIAMS, "SNOWBOUND" SW 7004 -FLAT SHEEN.2.ALL STRUCTURAL STEEL MEMBER INCLUDING COLUMNS, LEDGERS,JOISTS, GIRDERS SHALL RECEIVE LIGHT GRAY SHOP PRIMER. ANYFIELD WELDS SHALL BE TOUCHED UP TO MATCH SHOP PRIMER.3.STRUCTURAL COLUMNS SHALL, SHALL RECEIVE A COAT OF OSHAYELLOW SAFETY WARNING COLOR, PAINT UP TO 12' ABOVE FINISHFLOOR.4.ARCHITECTURAL COATINGS REQUIRE USE OF HVLP SPRAYINGEQUIPMENT OR MINIMUM TRANSFER RATE OF AT LEAST 50% ORMANUAL APPLICATION TECHNIQUE.5.PAINT SHALL BE OF "SUPER COMPLIANT" LOW VOC PER SCAQMDRULE 1113.