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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 <br />STRUCTURAL DETAILS <br />DRILLED-IN CONC. ANCHORS <br />GEN027 <br />SPACING <br />8" <br />10" <br />14" <br />15" <br />MIN. ANCHOR <br />20" <br />16" <br />6" <br />12" <br />10 1/2" <br />11 1/4" <br />7 1/2" <br />MIN. EDGE <br />DISTANCE <br />5" <br />DIA. <br />5/8" <br />DRILL. BIT <br />3/4" <br />7/8" <br />1" <br />MIN. EMBED. <br />DEPTH <br />4" <br />7" <br />7 1/2" <br />15"1 3/8"10" <br />1 1/8"8" <br />No. 4 <br />No. 6 <br />No. 8 <br />No. 7 <br />No. 5 <br />DOWEL DIA. <br />REBAR <br />No. 9 <br />REBAR DOWEL INSTALLATION SCHEDULE <br />SPACING <br />MIN. ANCHOR <br />3. <br />MORTAR INTO HOLE. <br />BLEED A NEW CARTRIDGE WITH 2 TO 3 PUMPS BEFORE INJECTING <br />INFORMATION. <br />INTO DRY HOLE. <br />AIR. CLEAN HOLE WITH STEEL WIRE BRUSH AND INJECT ADHESIVE <br />MIN. EDGE <br />10"7 1/2" <br />6 1/2" <br />10" <br />DISTANCE <br />13 1/4" <br />8 1/2" <br />NEW <br />ROD INSTALL. <br />24" <br />12 1/2" <br />18" <br />16 1/2" <br />11 1/4"15" <br />DRILL. BIT <br />9/16" <br />13/16" <br />11/16" <br />DIA. <br />THREADED <br />1/2" <br />ROD DIA. <br />3/4" <br />5/8" <br />1 1/16" <br />1 1/2" <br />1" <br />1 1/4" <br />2. <br />1. <br />STEEL BY SLIGHTLY RELOCATING HOLES. <br />RECOMMENDED EPOXY INSTALLATION NOTES: <br />7/8"15/16" <br />TIPPED DRILL OR CORING BIT. AVOID ANY EXISTING REINFORCING <br />DRILL HOLE OF PROPER DEPTH AND DIAMETER USING A CARBIDE <br />CLEAN DEBRIS FROM HOLE USING A BLOW BULB OR COMPRESSED <br />THREADED ROD INSTALLATION SCHEDULE <br />8 1/4" <br />12" <br />7 1/2" <br />6 5/8" <br />5" <br />4 1/4" <br />MIN. EMBED. <br />DEPTH <br />EXST'G <br />REBAR INSTALL. <br />2/3 FULL. <br />5. <br />4. <br />7. <br />6. <br />ELEMENT UNTIL GROUT HAS CURED. <br />GROUTING AND ANCHOR INSTALLATIONS. <br />HILTI HY-150 ADHESIVE ANCHORING SYSTEM <br />8.REFER TO HILTI PRODUCT TECHNICAL GUIDE FOR MORE <br />CONTINUOUS DEPUTY FIELD INSPECTION IS REQUIRED FOR ALL <br />PROVIDE SUPPORT FOR REBAR OR ROD BY TYING TO THE OTHER <br />FILLING ALL VOIDS. (FOR THRU. BOLT INSTALLATIONS INJECT EPOXY <br />INTO HOLE FROM EACH END TO ELIMINATE AIR VOIDS.) <br />COAT DOWEL WITH SAME EPOXY GROUT AND INSERT INTO HOLE, <br />FORCING MATERIAL AROUND SIDES OF THE BAR AND COMPLETELY <br />PLACE EPOXY GROUT IN HOLE WITH CAULKING GUN OR SIMILAR <br />EQUIPMENT STARTING AT BOTTOM. FILL HOLES APPROXIMATELY <br />ICBO NO. 5193 / CITY OF LA. NO. RR 25257 <br />HOLE SLOPED <br />22.5  (U.N.O.) <br />2 3 4 5 <br />5431 <br />5 <br />3 <br />4 <br />2 <br />3 <br />4 <br />15 <br />TYPICAL SLEEVE DETAIL <br />5SC316 <br />1/2" <br />SUBJECT TO ENGINEER'S APPROVAL. DO NOT DAMAGE REINFORCING. <br />SLEEVE MAY BE OMITTED IF HOLE IS CORE DRILLED. CORE DRILLING IS <br />STEEL PIPE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. <br />8" DIA. SLEEVE AND LARGER, .25" THICK STEEL PIPE. <br />OR SCHEDULE 60 PVC PIPE. <br />6" DIA. SLEEVES AND SMALLER, SCHEDULE 40 STEEL PIPE <br />4. <br />3. <br />2. <br />1. <br />NOTES: <br />SIDE OF SLAB <br />WALLS OR UNDER <br />POINT MORTAR AT <br />MORTAR) <br />(PACK WITH <br />MAX. 3/4" SPACE <br />MIN. 1/2" SPACE <br />SYNTHETIC RUBBER <br />PIPE WITH <br />CAULKING AROUND <br />MORTAR <br />PACK WITH <br />PIPE OR CONDUIT <br />WALL OR SLAB <br />FOR FIRE-RATED ASSEMBLY, SEE ARCH OR PLUMBING DWG.5. <br />ON STRUCTURAL DWG. <br />OBTAIN APPROVAL FROM ENGINEER OF RECORD FOR HOLES NOT SHOWN6. <br />INTERIOR CONC. WALL FTG. <br />9SC315 <br />INSIDE FACE OF WALL <br />SUFACE OF <br />ROUGHEN <br />CONCRETE <br />FOOTING DOWELS, SEE WALL <br />ELEVATIONS <br />3" CLR., TYP. <br />REINFORCING, SEE <br />FOUNDATION PLAN <br />1. FOR FOOTING REINF. SEE FOUNDATION PLAN <br />2. FOR SHEAR REINF SEE WALL SCHEDULE. <br />NOTES: <br />MA <br />T <br /> <br />F <br />N <br />D <br />FO <br />O <br />T <br />I <br />N <br />G <br />DO <br />W <br />E <br />L <br /> <br />L <br />A <br />P <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />VERT. & HORIZ. <br />REINF. <br />MAT FOUNDATION <br />2" <br /> <br />C <br />L <br />R <br />. <br />SECTION @ ELEVATOR PIT 13SC315 <br />CONC. WALL <br />SEE PLAN <br />#5 @ 12" O.C. VERT <br />#5 @ 16" O.C. HORIZ <br />3" <br /> <br />C <br />L <br />R <br />. <br />MAT SLAB <br />16 <br />" <br /> <br />T <br />H <br />K <br />5' <br />- <br />0 <br />" <br /> <br />€ <br />VE <br />R <br />I <br />F <br />Y <br /> <br />W <br />I <br />T <br />H <br />EL <br />E <br />V <br />A <br />T <br />O <br />R <br /> <br />M <br />F <br />R <br />. <br />#6 @ 12" O.C., E.W. <br />SINGLE-STORY COL. & FTG. DETAIL <br />IN FTG. <br />MIN ONE TIE <br />#4 TIE <br />SEE COL. <br />SCHED. <br />COL. CAP, TYP. <br />SEE <br />PLAN <br />3" <br />CL <br />R <br />. <br />COL. CAP, TYP. <br />MIN ONE TIE IN <br />CL <br />A <br />S <br />S <br /> <br />B <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />SE <br />E <br /> <br />S <br />C <br />H <br />E <br />D <br />2" <br />TYP. <br />MAT SLAB <br />CL <br />R <br />. <br />4" <br />CL <br />R <br />A <br />VIEW "A" <br />PROVIDE 1/4" <br />FELT BETWEEN <br />COL./FTG & S.O.G. <br />PREFORMED <br />CIRCULAR OR <br />RECTANGULAR <br />COL., SEE PLAN <br />S.O.G. CONTROL JT. <br />11 <br />SC4 <br />3 <br />SC2 <br />1 <br />1 <br />111 <br />MAT FOUNDATION UNDER COLUMN <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 />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 />7FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~14FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1. MAT FOUNDATION SEE PLAN FOR REINFORCING SIZE AND SPACING. <br />2. TYPICAL MAT REINF. PER PLAN. <br />3. BENT REBARS TO MATCH MAT REINFORCING SIZE AND SPACING. <br />4. ADDITIONAL BOTTOM BARS WHERE OCCURS AT COLUMN LOCATION. <br />5. CONC. COLUMN PER PLAN W/ REINFORCEMENT PER COLUMN <br />SCHEDULE, REFER TO DETAIL 10/SC4. <br />6. PAD FOOTING PER PLAN. <br />7. DOWEL REBAR MATCH VERTICAL REINF. <br />8. CLEAN AND ROUGHEN SURFACE WITH 1/4" MIN. AMPLITUDE. <br />5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />6FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />8FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />INTERIOR CONCRETE PARTITION <br />10SC315 <br />2" <br />CL <br />R <br />3" <br />CL <br />R <br />CONCRETE WALL, SEE PLAN <br />2-#4 BOND BEAM <br />REINF. SEE PLAN. <br />MAT SLAB <br />SEE PLAN FOR <br />CONNECTION <br />CONCRETE COLUMN SCHEDULE 2SC313 <br />(8 <br />) <br /> <br /># <br />5 <br />fc'FLOOR <br />LEVEL <br />COLUMN C1 C2 <br />PODIUM <br />PARKING <br />fc <br />' <br />= <br /> <br />4 <br /> <br />k <br />s <br />i <br />#4 <br /> <br />T <br />I <br />E <br />(1 <br />0 <br />) <br /> <br /># <br />9 <br />12 <br />" <br /> <br />x <br /> <br />2 <br />4 <br />" <br />#4 <br /> <br />T <br />I <br />E <br />10 <br />" <br /> <br />x <br /> <br />1 <br />8 <br />" <br />(4 <br />) <br /> <br /># <br />5 <br />C3 <br />#4 <br /> <br />T <br />I <br />E <br />10 <br />" <br /> <br />x <br /> <br />1 <br />0 <br />"