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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 />SC5 <br />STRUCTURAL DETAILS <br />HOLDOWN @ SLAB INTERIOR 1SC322 <br />CONCRETE SLAB <br />OPTIONAL COUPLER NUT, TYPE 2 <br />ADDED RE-BAR, SEE SCHED. <br />HEAVY HEX HEAD. <br />1" <br /> <br />C <br />L <br />R <br />BEARING PLATE <br />HOLDOWN A.B., SEE SCHED. <br />SPLICE PER UBC 1921.2.6.1.2. <br />SEE SCHEDULE <br />IF REQUIRED. <br />1 <br />1 <br />/ <br />2 <br />" <br />CL <br />R <br />3 <br />SC5 <br />SC5 <br />3 <br />HOLDOWN @ SLAB EDGE CORNER 2SC322 <br />1" <br /> <br />C <br />L <br />R <br />1 <br />1 <br />/ <br />2 <br />" <br />CL <br />R <br />8" <br />2" <br />4" <br />1" <br /> <br />C <br />L <br />R <br />ADDED RE-BAR <br />SEE SCHED. <br />2" <br />CLR <br />HOLDOWN A.B. <br />SEE SCHED. <br />CONC SLAB <br />2-#4 HAIRPIN <br />22 <br />° <br />22 <br />° <br />3'-0" <br />3'-0" <br />1 1/2" CLR <br />3 <br />SC5 <br />SC5 <br />3 <br />BARRIER WALL <br />8SC322 <br />8" <br />3' <br />- <br />6 <br />" <br />EQEQ <br />#6 @ 12" O.C. VERT <br />#5 @ 12" O.C. HORIZ <br />#5 CONT. <br />PT SLAB <br />2-#5 CONT. <br />2-#7 CONT. <br />W/ 3'-0" 90 HOOK <br />INTO SIDE WALLS <br />ELEVATOR GUIDE RAIL <br />7" <br />BASE € 1/2"x7x12" <br />W/2-3/4"Ø HEADED <br />ANCHOR ROD <br />GUIDE RAIL SUPPORT <br />COL. HSS 6x6x3/8 <br />ELEV. PIT WALL <br />S.O.G. <br />1 1/2" DRY PACK <br />4 1/2" MIN. <br />S.A.D. <br />3 1/2" <br />1 <br />1 <br />/ <br />2 <br />" <br />TY <br />P <br />EDGE OF CONC SLAB <br />~3 <br />HDDS/HOLDOWN SCHEDULE <br />HOLD DOWN <br />DEVICE <br />HDU4 <br />ANCHOR ROD SIZE <br />INCH DIAMETER <br />5/8 <br />ADDED <br />RE-BARS FORCE KIPS <br />MAX NET UP-LIFT <br />(2)#5 E/W T&B <br />HDU5 <br />7/8 <br />(2)#5 E/W T&B <br />4.5 <br />5.6 <br />NOTE: <br />1. ANCHOR BOLT SHALL BE A307 ALL THREAD, SEE HOLDOWN DEVICE MFR. <br /> FOR OTHER REQUIREMENTS. <br />(SEE NOTE 1) <br />HDU8 <br />HDQ8 <br />HDU11 <br />HDU14 <br />7.8 <br />9.2 <br />11.1 <br />14.4 <br />5/8 <br />7/8 <br />1 <br />1 <br />(2)#5 E/W T&B <br />(2)#5 E/W T&B <br />(2)#5 E/W T&B <br />(2)#5 E/W T&B <br />HOLD DOWN <br />SYMBOL <br />H4 <br />HDU2 5/8 (2)#5 E/W T&B 3.0H3 <br />H5 <br />H7 <br />H8 <br />H9 <br />H10 <br />MI <br />N <br />SL <br />A <br />B <br /> <br />T <br />H <br />K <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />ST <br />E <br />P <br />FO <br />R <br /> <br />T <br />O <br />P <br />P <br />I <br />N <br />G <br /> <br />S <br />L <br />A <br />B <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br /> <br />D <br />W <br />G <br />. <br />WATER-PROOFING <br />SEE ARCH DWG. <br />TOPPING SLAB <br />PT SLAB <br />SLAB REINF <br />PER PLAN <br />#4 CONT <br />#4 <br />@ 30" O.C. <br />12" <br />24" <br />TOPPING SLAB 5SC322 <br />HOOKED BAR DEVELOPMENT <br />LENGTH (Ldh) SCHEDULE GEN012 <br />17"15"13"#9 <br />CLR <br />2" <br />4. INCREASE LENGTH BY 1.4 FOR TOP BAR <br />2. ALL HOOKS TO BE WITHIN CONFINED <br />1. THESE BAR DEVELOPMENT LENGTHS APPLY <br />3. INCREASE LENGTH BY 20% FOR A 3-BAR <br />1.33 FOR LIGHTWEIGHT CONCRETE <br />THE SPECIFIED DEVELOPMENT LENGTH BY <br />TO REGULAR WEIGHT CONCRETE, MULTIPLY <br />BUNDLE AND BY 33% FOR A 4-BAR BUNDLE. <br />CONCRETE CORE. <br />#10 <br />#11 <br />NOTES: <br />22" <br />19" <br />CONC WALL <br />SLAB/BM. <br />19" <br />17" <br />17" <br />15" <br /> Fc' = 5000 psiFc' = 3000 psi <br />HOOKED BAR DEVELOPMENT LENGTH (Ldh) SCHEDULE <br />6"#3 <br />#4 <br />#5 <br />#7 <br />#8 <br />#6 12" <br />15" <br />13" <br />10" <br />8" <br />BAR SIZE <br />6"6" <br />10" <br />13" <br />12" <br />8" <br />7" <br />9" <br />12" <br />10" <br />7" <br />6" <br />Fc' = 4000 psi <br />Ldh <br />HOUSEKEEPING PAD <br />BCC043 <br />2" <br />CL <br />R <br />TYP. <br />1/2" CHAMFER <br />ENGINEER OF RECORD. <br />MAX. EQUIP. WT., SEE NOTE 3 <br />MAX. EQUIP. WT., SEE NOTE 4 <br />6" <br />4. FOR EQUIP. LOAD > 75 psf ON SUSPENDED SLAB, GET APPROVAL FROM <br />3. FOR EQUIP. LOAD > 1000 psf ON S.O.G., GET APPROVAL FROM ENGINEER OF RECORD FOR THICKNESS OF PAD. <br />8"2' <br />- <br />0 <br />" <br />2'-0" <br />TYP. <br />ROUGHEN SURFACE TO <br />1/4" MIN. AMPLITUDE <br />1. SEE DWGS. BY OTHERS FOR HEIGHT, SIZE, CHAMFERS & LOCATION OF CONC. PADS. <br />EQ <br />. <br />8" <br />8'-0" MAX. <br />2" <br />MI <br />N <br />. <br />8'-0" MAX. <br />SLAB REINF. <br />SEE PLANS <br />SEE PLANS <br />SLAB REINF. <br />A <br />#4 @ 12" O.C. <br />TYP., 4 SIDES <br />PL <br />A <br />N <br />SE <br />E <br /> <br />@ 8'-0" O.C. E.W. MAX. <br />INTERMEDIATE WALLS <br />NON-COMPRESSIBLE <br />4 SIDES <br />#4 @ 12"O.C., TYP. <br />B <br />NOTES: <br />2. COORDINATE REINF. LOCATIONS TO AVOID INTERFERENCE WITH INSTALLATION OF EXP. ANCHORS IF USED. <br />HIGH DENSITY FOAM FILL <br />SUSPENDED SLAB OR FORMED CONC. SLAB <br />SLAB ON GRADE <br />MA <br />X <br />. <br />1/4" MIN. AMPLITUDE <br />ROUGHEN SURFACE TO <br />TYP. <br />2'-0" <br />TYP. <br />2'-0" <br />#4 @ 12"O.C., E.W. <br />SEE <br />PLAN <br />REBAR @ CORNER & INTERSECT. <br />OF (NON SHEAR WALLS)GEN006 <br />4-#5 MIN VERT. <br />VERTICAL <br />(4)-#5 MIN. <br />L <br />L(4)-#5 MIN. <br />VERTICAL <br />VERTICAL <br />(1)-#5 MIN.L <br />(1)-#5 MIN. <br />VERTICAL <br />L=30 x BAR DIAMETER (TYP.) <br />L <br />7" <br />111 <br />STUD WALL TO ELEVATED SLAB <br />1SHEARWALL PER PLAN. <br />2STUD WALL PER PLAN <br />3P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA), SEE FOUNDATION PLAN.W-2X4_R~2 <br />4CONC. SLAB REINF. NOT SHOWN FOR CLARITY. <br />1. SHEARWALL PER PLAN. <br />2. STUD WALL PER PLAN <br />3. P.T.D.F. SILL PLATE W/ 5/8" A.B. <br />SEE PLAN. <br />4. CONC. SLAB REINF. NOT SHOWN <br />FOR CLARITY. <br />HOLDOWN @ SLAB INTERIOR 1SC322 <br />CONCRETE SLAB <br />OPTIONAL COUPLER NUT, TYPE 2 <br />ADDED RE-BAR, SEE SCHED. <br />HEAVY HEX HEAD. <br />1" <br /> <br />C <br />L <br />R <br />BEARING PLATE <br />HOLDOWN A.B., SEE SCHED. <br />SPLICE PER UBC 1921.2.6.1.2. <br />SEE SCHEDULE <br />IF REQUIRED. <br />3 <br />SC5 <br />SC5 <br />3 <br />PE <br />R <br /> <br />A <br />R <br />C <br />H