Laserfiche WebLink
SEE SOIL REPORT FOR SOIL PREPARATIONS. <br />FOR DIMENSIONS, SLAB DEPRESSION, ELEVATIONS, <br />SLOPE ON SLAB, SEE ARCHITECTURAL DRAWINGS. <br />CONTRACTOR TO SUBMIT CONSTRUCTION AND <br />CONTROL JOINTS AT WALLS, FOOTINGS, SLABS <br />FOR ENGINEER TO REVIEW AND APPROVE PRIOR <br />TO PLACEMENT OF CONCRETE. <br />CONTRACTOR TO PROVIDE SURVEY STAKES PRIOR <br />TO FOUNDATION INSPECTION TO VERIFY LOT LINES. <br />FOR MOISTURE SENSITIVE AREA, PLACE SLAB OVER <br />2" THICK LAYER SAND OVER MOISTURE BARRIER <br />OVER 2" THICK LAYER SAND OVER SUB-GRADE PER <br />SOIL REPORT. REFER TO ARCHITECTURAL DRAWING <br />LOWER FTG IF NECESSARY SO THAT TOP OF FTG <br />MATCH THE BOTTOM OF SEWAGE EJECTOR, SUMP <br />LOWER FTG SO THAT TOP OF FTG EQUALS BOTTOM <br />OF DRAIN OR TRENCH. <br />THE PERIMETER WALLS ARE NOT TO BE BACKFILLED <br />UNTIL THE FLOOR SLABS ARE POURED & CURED. <br />THE SOILS ENGINEER/GEOTECHNICAL CONSULTANT <br />SHALL REVIEW & APPROVE THE FOUNDATION PLAN. <br />CONC. WALL JOINTW.J. <br />PUMP OR ELEVATOR PIT. <br />4. <br />9. <br />8. <br />7. <br />6. <br />3. <br />2. <br />1. <br />FOR MOISTURE SENSITIVE AREA. <br />PRIOR TO THE CONTRACTOR REQUESTING A BUILDING <br />DEPARTMENT FOUNDATION INSPECTION, THE SOILS <br />ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN <br />WRITING THAT: <br />10. <br />A) THE BUILDING PAD WAS PREPARED IN <br />ACCORDANCE WITH THE SOILS REPORT. <br />B) THE UTILITY TRENCHES HAVE BEEN PROPERLY <br />BACKFILLED AND COMPACTED. <br />C) THE FOUNDATION EXCAVATIONS COMPLY WITH <br />THE INTENT OF THE SOILS REPORT. <br />FOR EQUIPMENT PADS AND CURBS REFER TO ARCH. <br />AND MEP AND DETAILS <br />5. <br />PROVIDE 1/2" GAP BETWEEN CMU AND CONC WALLS.11. <br />1/2" WALL GAP TYP.W.G. <br />CONC. SHEAR WALL, SEE SHEARWALL SCHEDULE. <br />SYMBOLS LEGEND <br />NOTE: <br />WXX <br />PAD FOOTING <br />DETAIL NUMBER <br />SHEET NUMBER <br />REBAR <br />CONCRETE LOAD BEARING WALL <br />METAL STUD WALL, SEE PLAN. <br />CONC. SHEAR WALL, SEE PLAN. <br />X <br />SDX <br />CONCRETE NON-LOAD BEARING WALL <br />P1 4'-0" SQ. X 26" DEPTH PAD W/ #5 @ 18" <br />O.C. E.W. BOTT. SEE DETAIL 3/SC2. <br />NEW SLAB <br />NEW FOOTING <br />5 <br />SC2 <br />12 <br />SC2 <br />BOTT. TOP <br />5 <br />SC2 <br />16 <br />SC3 <br />BOTT. TOP <br />CONCRETE COLUMN 24" x 12", SEE <br />CONCRETE COLUMN 18" x 10", SEE <br />CONCRETE COLUMN 10" x 10", SEE <br />COLUMN SCHEDULE: <br />C1 <br />C2 <br />C3 <br />4 <br />SC4 <br />8 <br />SC2.2 <br />7 <br />SC2.2 <br />BOTT. TOP <br />1 <br />SC2 <br />10 <br />SC2 <br />1 <br />SC2 <br />10 <br />SC2 <br />1 <br />SC2 <br />10 <br />SC2 <br />CONCRETE COLUMNS BELOW, <br />SEE DETAIL 1/SC2, 10/SC2. <br />KEY PLAN <br />PARTIAL B <br />12 <br />" <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />W <br />A <br />L <br />L <br />5 7 86 <br />A <br />B <br />C <br />E <br />G <br />D <br />F <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br />20" THK. HARDRICK <br />CONCRETE SLAB W/ f'c= 4000 <br />psi @ 28 DAYS W/ #5 @ 18" <br />O.C. T&B EA. WAY. <br />1 <br />SC2 <br />3 <br />SC2.1 <br />3 <br />SC2.1 <br />1 <br />SC2 <br />5 <br />SC2.1 <br />4 <br />SC2.1 <br />5 <br />SC2.1 <br />4 <br />SC2.1 <br />4 <br />SC2.1 <br />4 <br />SC2.1 <br />5 <br />SC2 <br />5 <br />SC2 <br />4 <br />SC2 <br />TYP. <br />3 <br />SC2 <br />8 <br />SC2.2 <br />TYP. <br />2 <br />SC2 <br />2 <br />SC2 <br />P1 <br />W7 <br />1 <br />W8 <br />2 <br />W8 <br />3 <br />WB1 WB2 <br />WC1 WC2 <br />WG4 WG5 WG6 WG7 <br />W8 <br />1 <br />1'-11" <br />3' <br />- <br />6 <br />" <br />FOR ADDITIONAL REINF., SEE <br />SHEETS S1.2, S1.3, S1.4, S1.5. <br />C1 <br />C1 <br />C1 <br />C2 <br />C3C3 <br />10 <br />SC3 TYP. <br />10" THK. CONC. LOAD <br />BEARING <br />W/ #5 @ 12" O.C. VERT. & <br />#5 @ 16" O.C. HORIZ. AT <br />CENTER. <br />7 <br />SC3 <br />METAL STUD WALL <br />8" THK. CONC. NON-LOAD BEARING WALL <br />W/ #5 @ 16" O.C. VERT. & #5 @ 24" O.C. <br />HORIZ. @ CENTER. <br />10" THK. CONC. WALL W/ <br />#5 @ 12" O.C. E.F. VERT. & <br />#5 @ 16" O.C. E.F. HORIZ. <br />8" THK. CONC. NON-LOAD <br />BEARING WALL W/ #5 @ 16" <br />O.C. VERT. & #5 @ 24" O.C. <br />HORIZ. @ CENTER. <br />1'-11" <br />1' <br />1' <br />1' <br />RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 4/8/25 <br />THESE DESIGNS, DRAWINGS, AND <br />SPECIFICATIONS ARE THE EXCLUSIVE <br />PROPERTY OF DONG ENGINEERING. <br />THESE DRAWINGS CANNOT BE COPIED, <br />TRANSFERRED, OR REPRODUCED NOR <br />CAN ANY OTHER STRUCTURES BE BUILT <br />FROM THEM WITHOUT WRITTEN CONSENT. <br />SHEET <br />DE#: <br />TEL- 714-617-5979 <br />GARDEN GROVE, CA 92841 <br />7661 GARDEN GROVE BLVD., <br />DONG ENGINEERING, INC. <br />INFO@DONGENGINEERING.COM <br />240022 <br />22 <br /> <br />U <br />N <br />I <br />T <br />S <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />32 <br />2 <br /> <br />N <br />. <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />, <br /> S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />30 <br />, <br />5 <br />8 <br />2 <br /> <br />S <br />F <br /> <br />G <br />R <br />O <br />S <br />S <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />A <br />R <br />E <br />A <br />S1.1 <br />PARTIAL B <br />MAT FOUNDATION <br />OVERALL PLAN <br />SCALE: <br />PARTIAL B - MAT FOUNDATION - OVERALL PLAN <br />3/16" = 1'-0"