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W/D <br />CAST IRONSINKSBROOKFIELDK-5942-5 <br />CLOSET <br />LIVING ROOM <br />BATHROOM <br />KITCHEN <br />CL <br />O <br />S <br />E <br />T <br />BATHROOM <br />BEDROOM 1 <br />MASTER <br />BEDROOM <br />ENTRY <br />PORCH <br />PATIO <br />A <br />B <br />C <br />4'-0"AH3 <br />4'-0"A H3 <br />4' <br />- <br />0 <br />" <br />A <br />H3 <br />H3 <br />6' <br />- <br />9 <br />" <br />A <br />H3 <br />H3 <br />8'-0" <br />AH3 H3 <br />9'-0"A H3H3 <br />8' <br />- <br />0 <br />" <br />A <br />5' <br />- <br />0 <br />" <br />A <br />H3 <br />H3 <br />1SD14SD1 <br />TYP. <br />TYP. <br />(N) 4" THK. CONCRETE SLAB ON <br />GRADE W/ #4 @ 16" O.C. EA.WAY <br />@ MID DEPTH OVER 15 MIL VAPOR <br />BARRIER OVER 4" THK. BASE OF 1/2" <br />OR LARGER CLEAN AGGREGATE <br />OVER COMPACTED SOIL. <br />(E) CONCRETE SLAB <br />TO BE REMAINED <br />1SD1 <br />3SD1 <br />1SD1 <br />1SD1 <br />1SD1 <br />2SD1 <br />1SD1 <br />12 <br />" <br />12" <br />12" <br />12" <br />12 <br />" <br />12" <br />12 <br />" <br />12" <br />12" <br />P2424 <br />P2424 <br />9SD1 <br />9SD1 <br />1 <br />1.1 <br />3' <br />- <br />6 <br />" <br />A <br />H3 <br />H3 <br />4' <br />- <br />0 <br />" <br />A <br />H3 <br />H3 <br />4'-0"A <br />5'-0" <br />AH3 <br />8SD2 <br />P2424 <br />W/ CBS <br />Q <br />9SD1 <br />1SD1 <br />3SD1 <br />1SD1 <br />3SD1 <br />W/ CBS <br />Q <br />W/ CBS <br />Q <br />4'-9" <br />8'-10"4'-2"8'-11" <br />10 <br />' <br />- <br />4 <br />" <br />5' <br />- <br />1 <br />1 <br />" <br />3'-9" <br />9' <br />- <br />5 <br />" <br />12" <br />1SD1 <br />2SD1 <br />11SD1 <br />2 <br />12 <br />" <br />12" <br />DETAIL SHEET NUMBER <br />DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) <br />SYMBOLS LEGEND <br />SDX <br />X DETAIL NUMBER <br />EXISTING FOOTING <br />REBAR <br />NEW SLAB/ FOOTING <br />HOLDOWN SCHEDULE: <br />SHEAR PANEL LENGTH AND NUMBER. <br />SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. <br />xxx'-x"X <br />INDICATES HOLDOWN, SEE HOLDOWNS SCHEDULE <br />FOUNDATION NOTES: <br />1. REFER TO S.0 SHEET FOR MORE INFO. <br />2. REFER TO DETAILS 4/SD1 FOR INSTALLATION OF HOLDOWNS. <br />3. FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL <br />PLATE SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS <br />STEEL, SILICON BRONZE OR COPPER. <br />EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/ DOT AND ZINC BORATE <br />PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE <br />PERMITTED. <br />4. CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY TO ENG. OF <br />RECORD FOR ALL DISCREPANCIES. <br />5. HOLDOWN ANCHORS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE <br />WALL FRAMING. <br />6. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING <br />FOUNDATION INSPECTION. <br />7. SEE DETAIL 12/SD2 FOR PLATE NOTCHING & BORING. FOR PIPING THRU SILL & <br />TOP PLATES OF SHEAR WALLS, CONTACT DONG ENGINEERING, INC. <br />8. THE HOLDOWN POST SIZE SHALL FOLLOW THE HOLDOWN SCHEDULE U.N.O. <br />9. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS TO HAVE 5/8" DIA. X MIN. <br />12" ANCHOR BOLTS, MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 72" O.C. <br />UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT SHOULD BE LOCATED <br />MAX. 12" AWAY AND MIN. 4 1/2" FROM THE END OF THE SILL PLATES. MIN. (2) A.BS. <br />PER SILL PLATE/SHEAR PANEL. SILL PLATE UNDER SHEAR WALLS OF UP TO 4'-0" IN <br />LENGTH MUST BE CONTINUOUS. <br />10. ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH SIMPSON PHNW <br />SERIES 0.145Ø PINS WITH A PENETRATION OF 1 1/4" INTO SLAB AT 16" O.C. TO BE <br />INSTALLED IN ACCORDANCE WITH ICC ESR-2138. <br />11. ANCHOR BOLTS AT SHEAR WALLS SHALL BE INSTALLED WITH PLATE WASHERS <br />OF MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT. EDGE(S) OF PLATE <br />WASHERS SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR PANEL(S). <br />PAD SCHEDULE: <br />2'-0" SQ. X 18" DEEP PAD W/ (3) #4 E.W. BOTT. <br />PAD TYPESYM. <br />P2424 <br />HDUE3 <br />HDUE5 <br />HDUE7 <br />HOLDOWNSYM. <br />HDUE9 <br />POST SIZE <br />H3 <br />H4 <br />H5 <br />4X <br />4X <br />4X <br />H8 <br />REF. DETAIL <br />4/SD1 <br />HDUE13H9 <br />HDUE13H10 <br />HDUE9H7 4X <br />6X <br />6X <br />8X <br />1. HOLDOWN POST MINIMUM THICKNESS IS SHOWN ON SCHEDULE ABOVE. <br />ACTUAL HOLDOWN POST SIZE IS INDICATED ON PLAN. <br />2. APPLICABLE IN 6" MIN. STUD WALL. <br />H11 6X <br />H12 6X <br />HDUE17 <br />HDUE172 <br />RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 1/27/26 <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 />250421 <br />AD <br />U <br />34 <br />1 <br />4 <br /> <br />S <br />_ <br />T <br />I <br />M <br />B <br />E <br />R <br /> <br />S <br />T <br />, <br /> <br />U <br />N <br />I <br />T <br /># <br />2 <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />12/31/2025 PLAN CHECK01 <br />01/27/2026 PLAN CHECK02 <br />S1 <br />FOUNDATION PLAN <br />SCALE: <br />FOUNDATION PLAN <br />1/4" = 1'-0"