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RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 4/8/25 <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 />SC2.2 <br />STRUCTURAL DETAILS <br />111 <br />TYPICAL MAT FOUNDATION AT ELVATOR PIT <br />3" <br /> <br />C <br />L <br />R <br />. <br />2" <br /> <br />C <br />L <br />R <br />. <br />2' <br />- <br />0 <br />" <br />PI <br />T <br /> <br />D <br />E <br />P <br />T <br />H <br />VE <br />R <br />I <br />F <br />Y <br /> <br />W <br />/ <br /> <br />A <br />R <br />C <br />H <br />' <br />L <br />& <br />E <br />L <br />E <br />V <br />. <br /> <br />M <br />A <br />N <br />U <br />F <br />. <br />2'-0" <br />2" <br /> <br />C <br />L <br />R <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />DE <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />1 <br />1 <br />4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1. TYPICAL #5@12 E.W. <br />2. ELEV. PIT PER PLAN. <br />3. TYPICAL MAT BOTTOM REINF. PER PLAN. <br />4. MAT FOOTING PER PLAN. <br />5. MAT FOUNDATION SUB-GRADE PER PLAN. <br />CLASS "B" <br />TYP. <br />CLASS "A" <br />EMBEDMENT <br />TYP. <br />5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />2' <br />- <br />0 <br />" <br />PI <br />T <br /> <br />D <br />E <br />P <br />T <br />H <br />VE <br />R <br />I <br />F <br />Y <br /> <br />W <br />/ <br /> <br />A <br />R <br />C <br />H <br />' <br />L <br />& <br />E <br />L <br />E <br />V <br />. <br /> <br />M <br />A <br />N <br />U <br />F <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />2" <br /> <br />C <br />L <br />R <br />. <br />DE <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />2'-0" <br />1 <br />1 <br />CLASS A <br />EMBEDMENT <br />TYP. <br />CLASS B <br />TYP. <br />2" <br /> <br />C <br />L <br />R <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />111 <br />TYPICAL MAT FOOTING AT ELVATOR PIT <br />1. MAT FOOTING PER PLAN. <br />2. TYPICAL MAT BOTTOM REINF. PER PLAN. <br />3. CONCRETE SHEAR WALL PER PLAN. <br />4. SHEAR WALL REBAR PER SHEAR WALL <br />SCHEDULE, REFER TO DETAIL 6/SC4. <br />5. ELEV. PIT PER PLAN. <br />6. MAT FOUNDATION SUB-GRADE PER PLAN. <br />6FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1 <br />1 <br />111 <br />TYPICAL MAT FOUNDATION THICKNESS TRANSITION <br />DE <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />TH <br />I <br />C <br />K <br />N <br />E <br />D <br />MA <br />T <br /> <br />F <br />O <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br />(6 <br />" <br /> <br />M <br />A <br />X <br />) <br />DE <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />CLASS B <br />TYP. <br />3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />CLASS A <br />EMBED <br />2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1. MAT FOUNDATION SEE PLAN FOR REINFORCING SIZE <br />AND SPACING. <br />2. TYPICAL MAT BOTTOM REINF. PER PLAN. <br />3. TYPICAL BARS TO MATCH MAT REINFORCING SIZE AND <br />SPACING. <br />4. CONT. ADDED BOTTOM BARS WHERE OCCURS PER <br />PLAN. <br />PDPAWL-125 (1 1/4" EMBED.) <br />SCREW ANCHOR @ 4" O.C. <br />METAL STUD. <br />CONC. WALL. <br />111 <br />METAL STUD TO CONC. WALL <br />111 <br />TOP CLIP TO CONCRETE <br />4" <br />CONCRETE <br />WALL <br />PLAN VIEW <br />1" <br /> <br />M <br />I <br />N <br />. <br />3" MIN. <br />EDGE DIST. <br />CONTINUOUS <br />TOP TRACK <br />∠ 2" x 2" x 14 GA <br />x 0' - 5 1/2" LONG <br />(50 KSI STEEL) <br />(4) #10 - 16 <br />SCREWS @ EA. <br />CLIP ∠ <br />METAL STUD <br />PDPAWL-125 (1 1/4" EMBED.) <br />SCREW ANCHOR @ EA. <br />SLIDE CLIP 3" MIN. EDGE <br />DIST. <br />(1) #10-16 SCREW <br />@ EA. FLANGE. <br />111 <br />TYPICAL BASE DETAIL <br />METAL STUDS <br />CONTINUOUS BOTT. <br />TRACK. <br />(1) #10 - 16 SCREW <br />@ EA. FLANGE <br />CONC. SLAB. <br />3" MIN. <br />EDGE DIST. <br />PDPAWL-125 @ STUD <br />SPACING (1 1/4" EMB.) 4" MIN. <br />FASTENER SPACING (4) <br />PDPAWL-125 @ JAMB <br />CONDITIONS <br />MAINTAIN 4" MIN. <br />FASTENER SPACING <br />FOR ALL FASTENERS <br />(U.N.O)