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DETAIL SHEET NUMBER <br />DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) <br />SDX <br />X DETAIL NUMBER <br />NEW SLAB/ FOOTING <br />REBAR <br />SHEAR PANEL LENGTH AND NUMBER. <br />SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. <br />xx <br />x'-x"X <br />INDICATES HOLDOWN, SEE HOLDOWNS SCHEDULE <br />1. REFER TO S.0 SHEET FOR MORE INFO. <br />2. REFER TO DETAILS 1,2/SC5 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 />SYMBOLS LEGEND <br />HOLDOWN SCHEDULE: <br />FOUNDATION NOTES: <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 />3/SC5 <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 />UP 18R <br />@6.72" EA. <br />DN 26R <br />@6.9" EA. <br />UP <br /> <br />1 <br />8 <br />R <br />@6 <br />. <br />7 <br />2 <br />" <br /> <br />E <br />A <br />. <br />DN <br />26 R <br />OPEN TO BELOW OPEN TO BELOW <br />OPEN TO BELOW <br />20 <br />' <br />- <br />0 <br />" <br />B <br />1.2 2.2 3.2 4.2 5.2 6.2 7.2 <br />A.2 <br />B.2 <br />C.2 <br />D.2 <br />3'-6" <br />C H5H5 <br />6'-0" <br />C H7H7 <br />4'-0" <br />C H7H7 <br />3'-3" <br />C H5H5 <br />3'-3" <br />C <br />11'-3" <br />C H8H8 <br />3'-0" <br />C H3H3 <br />3'-0" <br />C H3H3 <br />5'-9 <br />" <br />C <br />H4 <br />H4 <br />8'-0" <br />B <br />11'-0" <br />B <br />9'-9" <br />B <br />5'-6" <br />B <br />12'-0" <br />B <br />9'-6" <br />BH5 H5 <br />H4 <br />H5 H5 <br />H4 <br />19'-9" <br />B <br />19'-9" <br />B <br />8'-0" <br />B <br />9'-9" <br />B <br />8'-0" <br />BH4H4 H5H5 H4 H4 H5H5H5H5 <br />4'-0" <br />D <br />2'-9" <br />D <br />5'-3" <br />D <br />2'-9" <br />D <br />7'-9" <br />D <br />5'-3" <br />D <br />7'-9" <br />D 5'-6" <br />D <br />H5 H5 <br />H5 H5 <br />2'-9" <br />D <br />2'-9" <br />D <br />H5 H5 <br />2'-9" <br />D <br />2'-9" <br />D <br />H7 <br />3' <br />- <br />3 <br />" <br />D <br />4' <br />- <br />0 <br />" <br />D <br />7' <br />- <br />6 <br />" <br />D <br />6' <br />- <br />0 <br />" <br />D <br />2' <br />- <br />6 <br />" <br />D <br />5' <br />- <br />0 <br />" <br />D <br />H8 <br />H8 <br />H4 <br />H5 <br />20 <br />' <br />- <br />0 <br />" <br />B <br />H4 <br />H4 <br />20 <br />' <br />- <br />0 <br />" <br />B <br />20 <br />' <br />- <br />0 <br />" <br />B <br />H4 <br />H4 <br />H4 <br />H4 <br />20 <br />' <br />- <br />0 <br />" <br />B <br />H4 <br />H4 <br />H4 <br />H9 <br />24 <br />' <br />- <br />0 <br />" <br />B <br />H5 <br />H5 <br />4' <br />- <br />0 <br />" <br />B <br />H3 <br />H3 <br />26 <br />' <br />- <br />0 <br />" <br />B <br />H4 <br />H4 <br />5' <br />- <br />9 <br />" <br />B <br />4' <br />- <br />0 <br />" <br />B <br />H4 <br />H4 <br />H5 <br />H5 <br />H5 <br />4' <br />- <br />0 <br />" <br />B <br />2 <br />SC5 TYP. <br />2 <br />SC5TYP. <br />20 <br />' <br />- <br />0 <br />" <br />B <br />H4 <br />H4 <br />24 <br />' <br />- <br />0 <br />" <br />C <br />H7 <br />H7 <br />H5 H5 <br />H5 H5H5H5H5H5 <br />H5 H5 <br />H5 H5 <br />H4H4 <br />H5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 14 <br />SC3 <br />1 <br />SC2 <br />SEE S2.0 - S2.5 FOR <br />SLAB REINFORCEMENT <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />12 <br />SC5 <br />9 <br />SC49 <br />SC4 <br />9 <br />SC4 <br />9 <br />SC4 <br />9 <br />SC4 <br />2 <br />SC5 TYP.2 <br />SC5TYP. <br />2 <br />SC5 TYP. <br />2 <br />SC5 TYP. <br />2 <br />SC5 TYP. <br />1 <br />SC5 <br />1 <br />SC5 <br />1 <br />SC5 <br />1 <br />SC5 <br />1 <br />SC5 <br />1 <br />SC5 <br />1 <br />SC5 <br />1 <br />SC5 <br />1 <br />SC5 <br />1 <br />SC5 <br />1 <br />SC5 <br />1 <br />SC5 <br />SEE S2.0 - S2.5 FOR <br />SLAB REINFORCEMENT <br />RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 4/7/25 <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 />S3 <br />PODIUM SLAB <br />WALL BRACING PLAN <br />SCALE: <br />PODIUM SLAB - WALL BRACING PLAN <br />3/16" = 1'-0"