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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 />PAD SCHEDULES <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 />xx <br />x'-x"XX <br />INDICATES HOLDOWN, SEE HOLDOWNS SCHEDULE <br />FOUNDATION NOTES <br />1. REFER TO S.0 SHEET FOR MORE INFO. <br />2. REFER TO DETAILS 12/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. <br />OF RECORD FOR ALL DISCREPANCIES. <br />5. HOLDOWN ANCHORS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING <br />THE 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 <br />MIN. 12" ANCHOR BOLTS, MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 72" <br />O.C. UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT SHOULD BE <br />LOCATED MAX. 12" AWAY AND MIN. 4 1/2" FROM THE END OF THE SILL PLATES. <br />MIN. (2) A.BS. PER SILL PLATE/SHEAR PANEL. SILL PLATE UNDER SHEAR WALLS <br />OF UP TO 4'-0" IN 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 <br />WASHERS OF MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT. <br />EDGE(S) OF PLATE WASHERS SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR <br />PANEL(S). <br />HDU2 <br />HDU4 <br />HDU5 <br />HOLDOWNSYM. <br />HDQ8 <br />POST SIZE <br />H3 <br />H4 <br />H5 <br />4X <br />4X <br />4X <br />H8 <br />REF. DETAIL <br />12/SD1 <br />HDU11H9 <br />HDU14H10 <br />HDU8H7 6X <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 />HHDQ11H11 6X <br />HHDQ14H12 8X <br />1 2 <br />3 4 <br />A <br />B <br />C <br />D <br />(E) CONCRETE SLAB <br />TO BE REMAINED <br />(E) FOOTING <br />4 <br />SD1 <br />8' <br />- <br />0 <br />" <br />A <br />2' <br />- <br />3 <br />" <br />A <br />H3 <br />H3 <br />2' <br />- <br />0 <br />" <br />A <br />H3 <br />H3 <br />7' <br />- <br />3 <br />" <br />A <br />8' <br />- <br />0 <br />" <br />A <br />8'-0" <br />A <br />4'-0" <br />B H3H3 <br />3'-0" <br />B H3H3 <br />4'-0" <br />A <br />H3 H3 <br />3'-9" <br />AH3 H3 <br />4'-0" <br />AH3 H3 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />12 <br />SD1 TYP. <br />3 <br />SD13 <br />SD1 <br />6 <br />SD1 <br />1 <br />SD1 <br />1 <br />SD1 <br />1 <br />SD1 <br />5 <br />SD1 <br />4 <br />SD1 <br />4 <br />SD1 <br />5 <br />SD1 <br />1 <br />SD1 <br />1 <br />SD1 <br />1 <br />SD1 <br />12"12 <br />" <br />12" <br />12"12" <br />12 <br />" <br />(N) 4" THK. CONCRETE <br />SLAB ON GRADE W/ #4 @ <br />16" O.C. EA.WAY @ MID <br />DEPTH OVER 2" SAND <br />OVER 10 MIL VAPOR <br />BARRIER OVER 2" SAND <br />OVER COMPACTED SOIL. <br />(N) 4" THK. CONCRETE <br />SLAB ON GRADE W/ #4 @ <br />16" O.C. EA.WAY @ MID <br />DEPTH OVER 2" SAND <br />OVER 10 MIL VAPOR <br />BARRIER OVER 2" SAND <br />OVER COMPACTED SOIL. <br />4 <br />SD1 <br />(E) CONCRETE SLAB <br />TO BE REMAINED <br />(E) FOOTING <br />11 <br />SD1 TYP. <br />6 <br />SD1 <br />6 <br />SD1 <br />(E) SHEAR WALL (V.I.F.) <br />(E) SHEAR WALL (V.I.F.) <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 />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 />230520 <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br />- <br />A <br />D <br />U <br />21 <br />0 <br />2 <br /> <br />N <br />. <br />W <br />R <br />I <br />G <br />H <br />T <br /> <br />S <br />T <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 />5 <br />04/09/2024 PLAN CHECK1. <br />S1 <br />FOUNDATION PLAN <br />SCALE: <br />FOUNDATION PLAN <br />1/4" = 1'-0" <br />2102 N Wright St & #2 - <br />101117955-566/13/2024