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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: 12/17/24 <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 />240363 <br />AD <br />U <br />12 <br />2 <br />5 <br /> <br />N <br />. <br />W <br />E <br />S <br />T <br /> <br />S <br />T <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 />12/12/2024 1ST PLAN CHECK1 <br />SD1 <br />STRUCTURAL DETAILS <br />111 <br />REINF. STD. HOOK, LAP <br />SEE NOTE #1 <br />11 1/ 2" CLEAR OR BARS MAY BE IN CONTACT IF WIRED TOGETHER. <br />d2CONDITION WHERE BARS OCCUR ON THE SAME PLANE. <br />NOTES: <br />1.LAP <br />-54 BAR DIAM. #10 THRU #11 <br />-40 BAR DIAM. #8 THRU #9 <br />-30 BAR DIAM. #5 THRU #7 <br />2."D" = BEND DIAMETER 6" FOR #3 <br />THRU #8; 8" FOR #9 THRU #11. <br />1' <br />2.1/2" MIN. <br />D/2 <br />D/2 <br />d <br />D/2 <br />HOOK <br />6 <br />1 <br />1. 1 1/ 2" CLEAR OR BARS MAY BE IN <br />CONTACT IF WIRED TOGETHER. <br />2. CONDITION WHERE BARS OCCUR <br />ON THE SAME PLANE. <br />111 <br />EXTERIOR FOOTING DETAIL <br />0' <br />- <br />8 <br />" <br />0' <br />- <br />8 <br />" <br />D <br />MI <br />N <br />. <br />MI <br />N <br />. <br />W <br />0' <br />- <br />3 <br />" <br />CL <br />R <br />. <br />0' <br />- <br />4 <br />" <br />MI <br />N <br />. <br />1VENNER WHERE OCCURS.FND~4 <br />2EXTEND FOOTING AT VENEER.FND~5 <br />32-#4 REBAR CONT. @ T & B (U.N.O.).FND~3 <br />4CONC. SLAB.FND~1 <br />5OPT. POUR JOINT (N/A @ MONO POUR) W/ #3 DOWELS @ 16" O.C. EMBED MIN. 12" ON FIRST POUR.6P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA PER PLAN. <br />72X STUDS @ 16" O.C. (U.N.O.) <br />8SEE FOUNDATION PLAN FOR SUB-GRADE BELOW SLAB. <br />18'' <br />18''DOWEL <br />FOOTING DIMENSIONS <br /># OF <br />STORIES <br />W <br />WIDTH <br />D <br />DEPTH <br />1 <br />2 <br />3 <br />12''18'' <br />15''24'' <br />21''24'' <br />F.G. <br />24"5" <br />1 <br />3 <br />/ <br />4 <br />" <br />TO <br /> <br />2 <br />" <br />9(E) CONC. FOOTING <br />10(N) CONC. FOOTING <br />11#4 DOWELS @ 32" O.C. W/ SIMPSON SET-XP EPOXY, ESR-2509. PERIODIC SPECIAL INSPECTION IS REQUIRED <br />1. VENNER WHERE OCCURS. <br />2. EXTEND FOOTING AT VENEER. <br />3. 2-#4 REBAR CONT. @ T & B (U.N.O.). <br />4. CONC. SLAB. <br />5. OPT. POUR JOINT (N/A @ MONO POUR) W/ <br />#3 DOWELS @ 16" O.C. EMBED MIN. 12" ON <br />FIRST POUR. <br />6. P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA <br />PER PLAN. <br />7. 2X STUDS @ 16" O.C. (U.N.O.) <br />8. SEE FOUNDATION PLAN FOR SUB-GRADE <br />BELOW SLAB. <br />9. (E) CONC. FOOTING <br />10. (N) CONC. FOOTING <br />11. #4 DOWELS @ 32" O.C. W/ SIMPSON <br />SET-XP EPOXY, ESR-2509. PERIODIC <br />SPECIAL INSPECTION IS REQUIRED <br />NOTES: <br />- VAPOR BARRIER TO HAVE MIN. 6" LAP AT ALL <br />SEAMS PER MANUF. (U.N.O.). <br /> - VERIFY ALL INFORMATION PER UPDATED <br />SOILS REPORT. <br />111 <br />INTERIOR FOOTING DETAIL <br />D <br />W <br />NOTES: <br />-SEE DETAIL #1 FOR <br />INFORMATION NOT SHOWN. <br />-IN LIEU OF ANCHOR BOLTS USE <br />SHOT PINS AS PER GENERAL <br />NOTES FOR NON- SHEAR WALLS. <br />111 <br />HOUSE FOOTING TO PORCH SLAB <br />8"24" <br />1(E) CONC. SLAB & FOOTING. <br />2(N) CONC. SLAB. <br />(E) FDN. <br />3#4 DOWEL @ 24" O.C.FND~6 <br />49/16" DIA. HOLE W/ SIMPSON "SET-XP" EPOXY. <br />6" <br />1. (E) CONC. SLAB & FOOTING. <br />2. (N) CONC. SLAB. <br />3. #4 DOWEL @ 24" O.C. <br />4. 9/16" DIA. HOLE W/ SIMPSON "SET-XP" EPOXY. <br />NOTES: <br />- SPRAY BONDING AGENT (INTRALOK OR SIM.) AT THE JOINT <br />BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING <br />NEW CONCRETE. <br />- WHEN APPLICABLE, VERIFY W/ POST TENSION ENG. FOR <br />LOCATION OF STRANDS WHEN PLACING DOWELS INTO <br />EXISTING P.T. FTG. <br />DO NOT CUT STRANDS. <br />0'-6" <br />0' <br />- <br />6 <br />" <br />F.G. <br />SLOPE PER ARCH <br />MIN. <br />MI <br />N <br />. <br />111 <br />TYPICAL EXTERIOR TIE BEAM <br />DE <br />P <br />T <br />H <br /> <br />T <br />O <br /> <br />M <br />A <br />T <br />C <br />H <br />ED <br />G <br />E <br /> <br />O <br />F <br /> <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />W <br />(U.N.O.) <br />0' <br />- <br />3 <br />" <br />CL <br />R <br />. <br />D <br />(U <br />. <br />N <br />. <br />O <br />. <br />) <br />0' <br />- <br />3 <br />" <br /> <br />M <br />I <br />N <br />. <br />CO <br />V <br />E <br />R <br />F.G. <br />0' <br />- <br />2 <br />" <br />CL <br />R <br />. <br />NOTES: <br />-SEE DETAIL #1 FOR INFORMATION <br />NOT SHOWN. <br />-TIE BEAM REBARS TO CONTINUE <br />INTO EXTERIOR FOOTING MIN. 24" <br />111 <br />TYP. CONTROL JOINT <br />1CONC. SLAB PER PLAN2BULLNOSE EDGES <br />0' <br />- <br />1 <br />" <br />1/8" <br />1. CONC. SLAB PER PLAN <br />2. BULLNOSE EDGES <br />NOTES: <br />-SEE DETAIL #1 FOR <br />INFORMATION NOT SHOWN. <br />-PROVIDE CONTROL JOINT AT <br />10'-0" EACH WAY (U.N.O.) <br />-PROVIDE SAW CUT WITHIN 24 <br />HOURS OF POUR. <br />PAD & REINF. <br />SEE PLAN <br />111 <br />PAD FOOTING <br />INTERIOR PAD FOOTING <br />F.G. <br />PAD & REINF. <br />SEE PLAN <br />EXTERIOR PAD <br />FOOTING <br />0' <br />- <br />3 <br />" <br />℄OF POST AND PAD <br />1CONC. SLAB.FND~1 <br />2PAD FOOTING PER PLAN. <br />3EXTERIOR FOOTING PER PLAN.4INTERIOR FOOTING PER PLAN. <br />1. CONC. SLAB. <br />2. PAD FOOTING PER PLAN. <br />3. EXTERIOR FOOTING PER PLAN. <br />4. INTERIOR FOOTING PER PLAN. <br />NOTES: <br />- SEE DETAIL #1 FOR INFORMATION <br />NOT SHOWN. <br />1CONC. SLAB.FND~1 <br />2PAD FOOTING PER PLAN. <br />℄OF POST AND PAD <br />111 <br />NON-BEARING WALL <br />1CONC. SLAB PER PLAN2SHOT PIN SEE SHEET S.0 FOR MORE INFORMATION. <br />NOTES: <br />-SEE DETAIL #1 FOR <br />INFORMATION NOT SHOWN. <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 />1.POST PER PLAN <br />2.P.T.D.F SILL PLATE <br />3.CONT. FTG. REINF. PERP LAN <br />4.SIMP. HOLD DOWN PER PLAN, SEE TABLE BELOW FOR SSTB BOLT DIAMETER <br />AND EMBEDMENT <br />5.1- #4 REBAR 4'-0" LONG CENTERED ON SSTB BOLT. LOCATE APPROXIMATELY <br />3"-5" FROM TOP OF SLAB/ STEM WALL (OR FTG @ TWO-POUR SYSTEM). BEND <br />BAR DOWN INTO FTG. @ END OF CURB CONDITION. MAYBE FOUNDATION <br />REBAR; NOT POST-TENSIONED CABLE. <br />6.#4 HORIZ. @ 12' O.C. EA. WAY <br />7.HOLD DOWN BOLT THREADED ROD PER TABLE. <br />8.SIMP. HDU11/ HHDQ11 OR HDU14/ HHDQ14 PER PLAN, SEE TABLE BELOW FOR <br />THREADED ROD BOLT DIAMETER AND EMBEDMENT. <br />9.EDGE OF PAD FTG. <br />10.EDGE OF CONC. SLAB <br />11.EDGE OF CONT. FTG. <br />F.G. <br />SECTION <br />"A""A" <br />8" <br />"B <br />" <br />F.G. <br />W <br />D <br />HDU8* <br />SIMPSON <br />HOLDOWN <br />5/8" <br />7/8" <br />SSTB 24 <br />SSTB 34 <br />20 5/8" <br />28 7/8" <br />HOLD DOWN BOLT (TWO-POUR) <br />* SSTBL MODEL IS RECOMMENDED FOR HDU8 HOLD DOWN ON 2-2X AND 3X SILL PLATES. <br />3" <br />CL <br />R <br />. <br />THREADED ROD <br />d <br />"A <br />" <br />"A <br />" <br />"A""A" <br />PLAN <br />DIA. <br />1" <br />A36 THRD. ROD 4X6 <br />X4 WALL <br />HOLD DOWN BOLT <br />HDU11 <br />1" <br />BOLT <br />W/ 3"X3"X3/8" <br />PLATE @ BOTT. <br />A36 THRD. ROD <br />W/ 4"X4"X1/2" <br />PLATE @ BOTT. <br />POST <br />X6 WALL <br />6X6 <br />4X6 6X6 <br />4X8 6X8 <br />MINIMUM <br />EMBEDMENT <br />(d) <br />12" <br />15" <br />A B <br />FOOTING <br />DIMENSIONS <br />16 1/2" <br />18"18" <br />15" <br />D <br />SIMPSON SSTB (PER ICC ESR-2611) <br />HDU2 5/8"SSTB 20 16 5/8" <br />le <br />B <br />HDU4 5/8"SSTB 24 20 5/8" <br />HDQ8* <br />NOTES: <br />-SEE PLANS FOR HOLDOWN TYPES. <br />-SEE DETAIL #1 FOR INFORMATION NOT SHOWN. <br />-REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION INFORMATION NOT <br />SHOWN. <br />-MAINTAIN MIN. EDGE DISTANCE OF 1.3/4" (MEASURED FROM EDGE OF CONCRETE TO <br />CENTERLINE OF BOLT). <br />-SIMPSON SSTB & SB CAST IN PLACE ANCHOR BOLTS PER ICC-ESR-2611. <br />-FOR NAILED OR SCREWED HOLD DOWNS, WHICH HAVE BEEN CONNECTED TO A 2X <br />STUD NEXT TO THE 4X (MIN.) POST, STITCH NAIL THE 2X TO THE POST W/ 16d @ 3" O.C. <br />STAGG. (2" O.C. STAGG. FOR HDU8). IF INSTALLED ON 2X POST ADJACENT TO 4X (MIN.) <br />POST, HDU11 AND HDU14 SHALL BE INSTALLED USING SDS-1/4"X4.1/2" IN PLACE OF <br />THOSE SPECIFIED FOR SOLID POST ATTACHMENT. <br />1 3/4" <br />MIN. TYP. <br />1 3/4" <br />MIN. TYP. <br />3" <br />CL <br />R <br />. <br />EM <br />B <br />E <br />D <br />W <br />SSTB BOLT INSTALLATION <br />@ SW @ INT. FTG/SLAB <br />SSTB BOLT INSTALLATION <br />@ SW @ EXT. FTG/SLAB <br />HDU5 <br />111 <br />TYPICAL HOLDOWN INSTALLATION <br />8HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />7HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />2HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />1HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />5HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />6HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />7HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />9HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />11HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 10HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />1HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />2HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />4HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />5HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />3HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW <br />MIN. <br />EMBED. (leB) <br />5/8" <br />7/8" <br />SSTB 24 <br />SSTB 34 <br />20 5/8" <br />28 7/8" <br />HOLD DOWN BOLT (MONO-POUR) <br />5/8"SSTB 20 16 5/8" <br />5/8"SSTB 24 20 5/8" <br />MIN. <br />EMBED. (leB)SSTB BOLT SSTB BOLTDIA.DIA. <br />HD. <br />CAPACITY <br />3075# <br />4565# <br />5645# <br />7870# <br />HD. <br />CAPACITY <br />SIMPSON <br />HOLDOWN <br />9535# <br />HHDQ11 11810# <br />HDU14 14390# <br />HHDQ14 13710# <br />1' <br /> <br />M <br />I <br />N <br />. <br />6" <br /> <br />M <br />I <br />N <br />SEE PLAN <br />(3" MIN.) <br />SEE PLAN <br />(3" MIN.) <br />PAD & REINF. <br />SEE PLANS <br />1SIMPSON APPROVED COLUMN BASE PER PLAN.CB-CBSQ44_F~ <br />2POST PER PLAN.WALL~3 <br />3OPT. CONC. SLAB <br />1'1' <br />1'1' <br />1. SIMPSON APPROVED COLUMN <br />BASE PER PLAN. <br />2. POST PER PLAN. <br />3. OPT. CONC. SLAB <br />4. #3 MIN. "V" BAR BENT THRU <br />STIRRUP AS SHOWN <br />ALT. COND. <br />111 <br />COLUMN BASE <br />℄ POST & PAD <br />4#3 MIN. "V" BAR BENT THRU STIRRUP <br />4#3 MIN. "V" BAR BENT THRU STIRRUP <br />L <br />L <br />L <br />L <br />L L <br />L <br />L <br />L <br />111 <br />FOOTING/ BEAM INTERSECTION <br />1REINF. MAY BE CONT. OR ADD BARS SAME SIZE & SPACING AS WALL/FOOTING REINF. <br />1. REINF. MAY BE CONT. OR ADD <br />BARS SAME SIZE & SPACING AS <br />WALL/FOOTING REINF. <br />L = 30 BAR DIA. MIN. IN CONCRETE. <br />L = 40 BAR DIA. MIN. IN MASONRY <br />SINGLE LAYER INTERSECTION & CORNER <br />DOUBLE LAYERS INTERSECTION & CORNER