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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 />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"X <br />INDICATES HOLDOWN, SEE HOLDOWNS SCHEDULE <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 />4/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 />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 />4' <br />- <br />0 <br />" <br />A <br />A <br />B <br />8'-0" <br />A <br />6'-6" <br />AH3 <br />H3 <br />12" <br />8 <br />SD1 <br />8 <br />SD1 <br />3 <br />SD1 <br />2 <br />SD1 <br />3 <br />SD1 <br />PROVIDE RED GARD <br />WATERPROOFING AND CRACK <br />PREVENTION MEMBRANE <br />(ICC ESR#1413) OVER (E) 4" THK. <br />MIN. CONCRETE SLAB ON GRADE. <br />5 <br />SD1 <br />5 <br />SD1 <br />6 <br />SD1 <br />TYP. <br />(E) CONCRETE SLAB <br />TO BE REMAINED <br />(E) FOOTING, TYP. <br />4 x 6 <br />4 x 6 4 x 6 <br />4' <br />- <br />0 <br />" <br />A <br />A <br />B <br />(E <br />) <br />8'-0" <br />A <br />6'-6" <br />A <br />44 44 <br />(E) <br />(E)C1 <br />(E) <br />(E <br />) <br />(E <br />) <br />(E) <br />(E) RIDGE <br />3 <br />SD2 <br />2 <br />SD2 <br />4 <br />SD2 <br />4 <br />SD2 <br />(E) <br />6 <br />SD2 <br />TYP. <br />SHEAR PANEL LENGTH AND NUMBER. <br />SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. <br />X <br />SDX <br />DETAIL NUMBER DETAIL SHEET NUMBER <br />CALIFORNIA FRAMING <br />BEAM NUMBER, REFER TO CALCULATIONS. <br />LEGEND: <br />INDICATES EXISTING ROOF RAFTER <br />X <br />FRAMING NOTES: <br />6X6 INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. <br />BEARING WALLS, SEE PLAN. <br />xx <br />x'-x" <br />XX <br />POST SIZE, SEE POST SCHEDULE. <br />INDICATES NEW CEILING JOISTS, SEE JOISTS TABLE <br />1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR <br />MORE INFORMATION. <br />3. HANGERS FOR FLUSH FRAMED MEMBERS SHALL BE SIMPSON STRONG-TIE <br />AS FOLLOWS U.N.O.: <br />2. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST <br />BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT <br />PLATES. <br />- 2x4's @ 16" o.c. maximum 14'-0" height <br />- 2x6's @ 16" o.c. maximum 20'-0" height <br />5. BUILDING CODE 2308.9.1 BALLOON FRAMED WALLS (NON-BEARING) STUD <br />HEIGHTS: <br />6. BEARING STUD HEIGHTS: <br />- 2x4's @ 16" o.c. maximum 10'-0" height <br />- 2x6's @ 16" o.c. maximum 16'-0" height <br />4. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN <br />BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE <br />APPLIED @ EACH END OF HEADER. <br />CLEAR SPAN, L <br /> L ≤ 6'-0"6'-0" < L ≤ 10'-0" L ≥ 10'-0" <br />2 x 4 2-2 x 4 2-2X4 U.N.O. PER PLAN <br />CONSTRUCTION KEY NOTES: <br />7. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER <br />DETAIL 14/SD2. <br />ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) <br />AND PROVIDE SOLID BLOCKING BETWEEN FLOOR <br />PROVIDE SOLID BLOCKING UNDER GIRDER / BEAM. <br />LINE OF 2X BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER <br />U.N.O. SEE PLAN FOR NUMBER OF BAYS. <br />XPOST SCHEDULE: <br />POST SIZESYM. <br />24 <br />224 <br />324 <br />26 <br />226 <br />2X4 STUD <br />(2)-2X4 BUNDLED STUD <br />(3)-2X4 BUNDLED STUD <br />2X6 STUD <br />(2)-2X6 BUNDLED STUD <br />326 <br />44 <br />46 <br />66 <br />(3)-2X6 BUNDLED STUD <br />4X4 POST <br />4X6 POST <br />6X6 POST <br />POST SIZESYM. <br />JOISTS TABLE: <br />MARK JOIST SPECIFICATIONS <br />C1 CEILING JOIST 2 x 8 DFL#2 @ 16" O.C. <br />LUS <br />FACE MOUNT TOP FLANGED <br />HANGER TYPEMEMBER <br />2X JOIST <br />4X, 6X, LSL or PSL <br />TJI I-JOIST <br />JB <br />HU W/ MAX.BA <br />IUS ITS <br />X <br />1 <br />2 <br />3 <br />RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 2/17/25 <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 />240140 <br />GA <br />R <br />A <br />G <br />E <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />T <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />26 <br />1 <br />7 <br /> <br />D <br />E <br />O <br />D <br />A <br />R <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 />S1 <br />FOUNDATION PLAN <br />ROOF FRAMING PLAN <br />SCALE: <br />FOUNDATION PLAN <br />1/4" = 1'-0" <br />SCALE: <br />ROOF FRAMING PLAN <br />1/4" = 1'-0"