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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 />FRAMING NOTES: <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 />SDX <br />DETAIL NUMBER DETAIL SHEET NUMBER <br />LEGEND: <br />INDICATES EXISTING ROOF RAFTER <br />JOIST <br />R1 <br />JOISTS TABLE: <br />ROOF JOIST 2 x 6 DFL#2 @ 16" O.C. <br />INDICATES ROOF JOIST AT MECH PLATFORM, SEE JOISTS TABLE <br />JOIST SPECIFICATIONS <br />18X48 <br />18 <br />X <br />8 <br />4 <br />18 <br />X <br />3 <br />6 <br />18 <br />X <br />3 <br />6 <br />18 <br />X <br />4 <br />8 <br />18 <br />X <br />4 <br />8 <br />18 <br />X <br />4 <br />8 <br />(E)(E) <br />(E <br />) <br />(E) <br />(E <br />) <br />(E <br />) <br /> <br />S <br />T <br />L <br />. <br /> <br />B <br />E <br />A <br />M <br />(E <br />) <br /> <br />S <br />T <br />L <br />. <br /> <br />B <br />E <br />A <br />M <br />§ <br />12" <br />Ø18" <br />U.L. LISTED RECESSED ROUND LED FIXTURE <br />AND LED LIGHT. <br />(E) JOIST <br />(E) JOIST <br />(E) JOIST <br />(E) JOIST <br />2X <br />1 <br />2 <br />2X <br />1 <br />2 <br />2X <br />1 <br />2 <br />2X <br />1 <br />2 <br />2X <br />1 <br />2 <br />2X <br />1 <br />2 <br />2X <br />1 <br />2 <br />2X <br />1 <br />2 <br />2X <br />1 <br />2 <br />2X <br />1 <br />2 <br />2X <br />1 <br />2 <br />2X12 BLK'G <br />R1 <br />1 <br />S1 <br />4 <br />S1 <br />3 <br />S1 <br />2 <br />S1 TYP. <br />@ 24" O.C., TYP. <br />18X48 <br />18 <br />X <br />8 <br />4 <br />18 <br />X <br />3 <br />6 <br />18 <br />X <br />3 <br />6 <br />18 <br />X <br />4 <br />8 <br />18 <br />X <br />4 <br />8 <br />18 <br />X <br />4 <br />8 <br />(E) CONCRETE SLAB <br />TO BE REMAINED <br />(E) FOOTING, TYP. <br />6 <br />S1 <br />TYP. <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 />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 />FOUNDATION NOTES <br />1. REFER TO S.0 SHEET FOR MORE INFO. <br />3. FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE <br />SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON <br />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 WALL <br />FRAMING. <br />6. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOUNDATION <br />INSPECTION. <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. 12" <br />ANCHOR BOLTS, MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 72" O.C. UNLESS <br />NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT SHOULD BE LOCATED MAX. 12" AWAY <br />AND MIN. 4 1/2" FROM THE END OF THE SILL PLATES. MIN. (2) A.BS. PER SILL <br />PLATE/SHEAR PANEL. SILL PLATE UNDER SHEAR WALLS OF UP TO 4'-0" IN LENGTH MUST <br />BE CONTINUOUS. <br />10. ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH SIMPSON PHNW SERIES <br />0.145Ø PINS WITH A PENETRATION OF 1 1/4" INTO SLAB AT 16" O.C. TO BE INSTALLED IN <br />ACCORDANCE WITH ICC ESR-2138. <br />11. ANCHOR BOLTS AT SHEAR WALLS SHALL BE INSTALLED WITH PLATE WASHERS OF <br />MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT. EDGE(S) OF PLATE WASHERS <br />SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR PANEL(S). <br />RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 4/17/26 <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 />260166 <br />T. <br />I <br />. <br /> <br />P <br />H <br />O <br /> <br />N <br /> <br />G <br />O <br />32 <br />8 <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 /> <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 />3 <br />S1 <br />FOUNDATION PLAN <br />ROOF FRAMING PLAN <br />ROOF SHEATHING <br />ROOF SHEATHING <br />2X6 @ 16" O.C. <br />A/C UNIT BY OTHER. <br />2X6 BLOCKING <br />JOIST PER PLAN. <br />A35 @ 24" O.C. <br />CONN. TO PLATFORM (1) 3 8" <br />DIA.X 6" LONG LAG SCREW EA. <br />CORNER. (4 TOTAL), OR EQUAL. <br />INSERTION SCALE:111 <br />RRC250305_01 <br />MECH. PLATFORM <br />1/12 <br />1.HOOD SEE MECHANICAL <br />PLAN. <br />2.3/8" THREADED ROD A36 <br />CONNECTED TO (E) ROOF <br />SYSTEM @ 4 CORNER. <br />3."X" BRACE WIRE #12 ALL 4 <br />SIDE <br />4.(N) 2X STUD WALL. <br />5.HOOD HANGING ANGLE <br />6.2"X18" GAL V16G.. "Z" BAR <br />ON EACH END 6" W/ <br />(4)FPHSD34S1214 <br />STRONG-DRIVE SCREW <br />BRACE HOOD TO THE <br />WALL. <br />7.GREASE DUCT SEE <br />MECHANICAL PLAN. <br />8.SOLID WELD ANGLE TO <br />EXHAUST DUCT. <br />9.EXHAUST FAN SEE <br />MECHANICAL PLAN. <br />10.(E) ROOF SHEATHING. <br />11.(N) 2X SOLID BLOCKING W/ <br />A35 EA. SIDE AT TOP & <br />BOTTOM. <br />12.(E) ROOF FRAMING <br />SYSTEM. <br />13.SEE DETAIL"A" FOR <br />CONNECTION. <br />14.OPENING SEE DETAIL "B". <br />111 <br />HOOD CONNECTION DETAIL <br />RRC_260030 <br />9ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />8ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~114ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />10ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />12ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />11ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />13ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />7ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />13ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />2ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />2ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~14ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />5ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />5ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />6ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />1 <br />1 <br />2 <br />4 <br />1.(E) ROOF FRAMING. <br />2.OPENING FOR VENT (14" MAX.), SEE MECHANICAL PLANS. <br />3.2X SOLID BLOCKING. <br />4.A35 EA. SIDE AT TOP & BOTTOM. <br />3 <br />INSERTION SCALE:111 <br />RRC_260030-1 <br />DETAIL "B" - OPENING DETAIL <br />1/12 <br />1.(E) ROOF FRAMING. <br />2.(N) 2X SOLID BLOCKING W/ <br />A35 EA. SIDE AT TOP & <br />BOTTOM. <br />3.ANGLE 3X3X3/8X4" LONG <br />W/ (2) - #14 SCREWS INTO <br />STUD OR BEAM. <br />4.3/8" THREADED ROD A36 <br />5.NUT & 2" SQ.X3/16" THK. <br />WASHER. <br />1 <br />13 <br />3 <br />5 <br />5 <br />4 <br />4 <br />2 <br />2 <br />INSERTION SCALE:111 <br />RRC_260030-2 <br />DETAIL "A" - HOOD SUPPORT <br />1/12 <br />SCALE: <br />ROOF FRAMING PLAN <br />1/4" = 1'-0" <br />111 <br />NON-BEARING WALL DETAIL <br />79 <br />10 8 6 <br />3 <br />2 <br />5 <br />42 <br />3 <br />42 <br />3 <br />2 1 <br />1 <br />1 <br />PERPENDICULAR <br />PERPENDICULAR <br />3 <br />4 <br />111 <br />1/ <br />2 <br />" <br />TY <br />P <br />. <br />PARALLEL <br />1.TRUSS BOTTOM CHORD. <br />2.SIMPSON STC @ EA. CONNECT. <br />(MAX. @ 24" O.C.) <br />3.1X OVER 2X PLATE OR (2) 2X TOP <br />PLATE WHEN TRUSS BOT. CHORD <br />IS CAMBERED <br />4.2X BLK'G. @ 24" O.C. W/ (2)-16d TO <br />EA. MEMBER. <br />5.2X MEMBER W/ (2)-16d TO BLK'G. <br />6.2X8 BRACING. <br />7.DBL. TOP PLATE. <br />8.(2)-16d @ 12" O.C. <br />9.EDGE NAILING. <br />10.2X CEILING JOIST OR FLOOR JOIST. <br />11.2X BLK'G. X 12" LONG @ ±6'-0" O.C. <br />NAILED TO TOP PLATE W/ (3)-16d. <br />PARALLEL <br />TRUSS CONDITION <br />CONVENTIONAL/ FLOOR CONDITION <br />111 <br />NON-BEARING WALL <br />1CONC. SLAB PER PLAN2SHOT PIN SEE SHEET S.0 FOR MORE INFORMATION. <br />NOTES: <br />1. CONC. SLAB PER PLAN <br />2. 2X TREATED SILL PLATE <br />WITH SIMPSON 2-1/2" SHOT <br />PIN PDPA250 @ 32" O.C. <br />PER (ICC ESR-2138). <br />SEE SHEET S.0 FOR MORE <br />INFORMATION. <br />-SEE DETAIL #1 FOR <br />INFORMATION NOT SHOWN. <br />SCALE: <br />FOUNDATION PLAN <br />1/4" = 1'-0"