Laserfiche WebLink
RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 1/27/26 <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 />250421 <br />AD <br />U <br />34 <br />1 <br />4 <br /> <br />S <br />_ <br />T <br />I <br />M <br />B <br />E <br />R <br /> <br />S <br />T <br />, <br /> <br />U <br />N <br />I <br />T <br /># <br />2 <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 />7 <br />12/31/2025 PLAN CHECK01 <br />01/27/2026 PLAN CHECK02 <br />SD1 <br />STRUCTURAL DETAILS <br />1 <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 />1 <br />HOUSE FOOTING TO PORCH SLAB <br />W <br />D <br />0'-6" <br />0' <br />- <br />6 <br />" <br />F.G. <br />0' <br />- <br />2 <br />" <br />SLOPE PER ARCH <br />MIN. <br />MI <br />N <br />. <br />MI <br />N <br />. <br />FACE OF STUDS <br />1CONC. SLAB.FND~1 <br />2CONC. PORCH SLAB. <br />33/ 8" MIN. EXPANSION JOINT W/ JOINT FILLER (N/A @ MONO POUR LOTS). <br />4#3 X 24 DOWEL @ 24" O.C. <br />NOTES: <br />- SEE DETAIL #1 FOR <br />INFORMATION NOT SHOWN. <br />1. CONC. SLAB. <br />2. CONC. PORCH SLAB. <br />3. 3/ 8" MIN. EXPANSION JOINT W/ JOINT <br />FILLER (N/A @ MONO POUR LOTS). <br />4. #3 X 24 DOWEL @ 24" O.C. <br />1 <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 />1 <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 />1 <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 />1 <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. "HDUE" HOLD DOWN (ICC ESR-2330) PER PLAN, SEE TABLE FOR SSTB/ <br />SB BOLT DIAMETER 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. SB1X30 PER TABLE. <br />8. SIMP. HDUE13 OR HDUE17 PER PLAN. <br />9. EDGE OF PAD FTG. <br />10. EDGE OF CONC. SLAB <br />11. EDGE OF CONT. FTG. <br />F.G. <br />SECTION <br />8" <br />F.G. <br />W <br />D <br />HDUE9 <br />SIMPSON <br />HOLDOWN <br />5/8" <br />HOLD DOWN BOLT (TWO-POUR) <br />3" <br />CL <br />R <br />. <br />leB <br />=2 <br />4 <br />" <br />18"18" <br />PLAN <br />SIMPSON SSTB/ SB <br />(PER ICC ESR-2611) <br />HDUE3 5/8" SSTB 20 16 5/8" <br />le <br />B <br />HDUE5 5/8" <br />HDUE9* <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 HDUE7). IF INSTALLED ON 2X POST ADJACENT TO 4X (MIN.) <br />POST, HDUE13 AND HDUE17 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/ SB BOLT INSTALLATION <br />@ SW @ INT. FTG/SLAB <br />SSTB/ SB BOLT INSTALLATION <br />@ SW @ EXT. FTG/SLAB <br />HDUE7 <br />1 <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 />HOLD DOWN BOLT (MONO-POUR) <br />5/8" SSTB 20 16 5/8" <br />5/8" SB5/8X24 18" <br />MIN. <br />EMBED. (leB) <br />SSTB/ SB <br />BOLT SSTB BOLTDIA. DIA. <br />HD. <br />CAPACITY <br />3790# <br />5375# <br />7015# <br />8425# <br />9390# <br />7/8" <br />7/8" <br />SB5/8X24 18" <br />SB5/8X24 18" SB5/8X24 18" <br />7/8"SB7/8X24 18" SB7/8X24 18" <br />7/8"SB7/8X24 18" SB7/8X24 18" <br />HDUE13 11900#SB1X30 24" 24" <br />HDUE13*12950# <br />HDUE17 16040#1" <br />HDUE17*17685# <br />1" <br />1" <br />1" <br />1" <br />1" <br />1" <br />1" <br />24" 24" <br />24" 24" <br />24" 24" <br />SB1X30 <br />SB1X30 SB1X30 <br />SB1X30 SB1X30 <br />SB1X30 SB1X30 <br />* HOLD DOWN INSTALLED WITH GREATER POST SIZE TO GAIN MAX. CAPACITY. <br />SEE HOLD DOWN SCHEDULE FOR POST SIZE. <br />SB BOLT INSTALLATION <br />@ SW @ EXT. FTG/SLAB FOR <br />HDUE13/ HDUE19. <br />18"18" <br />27 <br />" <br /> <br />M <br />I <br />N <br />. <br />18 <br />" <br />18 <br />" <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 />1 <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 />1 <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 <br />1 <br />RTD02 - 250421 <br />DRAG DETAIL <br />1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 2ROOF RAFTER PER PLAN.ROOF~13 4W/EN ALONG BLOCKINGN-8d~ <br />5SAME AS SHEAR WALL TYPE "B".6'-0" <br />3 - BAY MINIMUM <br />36" MIN. <br />6SIMPSON STRAP "CS16" W/ 8d SINKER NAIL TO FIT OVERALL BAYS OF BLOCKING WHERE APPLICABLE AND EXTEND 36" MIN. TO TOP PLATE. <br />8CEILING JOIST PER PLANTR-BLKG~7DBL. TOP PLATE.WALL~8 <br />1. (E) ROOF SHEATHING. <br />2. (E) ROOF RAFTER. <br />3. 2X4 BLK'G TO RECEIVE PLYWOOD EDGE NAILING. <br />4. W/EN ALONG BLOCKING <br />5. SAME AS SHEAR WALL TYPE "B". <br />6. SIMPSON STRAP "CS16" W/ 8d SINKER NAIL TO FIT <br />OVERALL BAYS OF BLOCKING WHERE APPLICABLE AND <br />EXTEND 36" MIN. TO TOP PLATE. <br />7. DBL. TOP PLATE. <br />8. CEILING JOIST PER PLAN <br />9. FRAMING CLIP A35 @ 16" O.C. MAX. STAGGERED <br />32X4 BLK'G TO RECEIVE PLYWOOD EDGE NAILING.N-8d~ <br />9FRAMING CLIP A35 @ 16" O.C. MAX. STAGGERED <br />1 <br />1 <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 />1#4 DOWELS @ 32" O.C. W/ SIMPSON SET-XP EPOXY, ESR-2509. PERIODIC SPECIAL INSPECTION IS REQUIRED1#4 DOWELS @ 32" O.C. W/ SIMPSON SET-XP EPOXY, ESR-2509. PERIODIC SPECIAL INSPECTION IS REQUIRED <br />1. #3 - 24" x 24" DOWELS @ 16" O.C. <br />1 <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'' 18'' <br />18'' 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. FOOTING10(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-3G EPOXY, ESR-4057. 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 />- MINIMUM 7" EMBEDMENT FOR ANCHOR BOLT <br />BELOW THE OPTIONAL POUR COLD JOINT. <br />1 <br />1 <br />1