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1409 W Meriday Ln - Plan
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1409 W Meriday Ln - Plan
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Last modified
3/4/2026 5:00:15 AM
Creation date
3/4/2026 5:00:07 AM
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Plan
Permit Number
101125647
Full Address
1409 W Meriday Ln
Street Number
1409
Street Direction
W
Street Name
Meriday
Street Suffix
Ln
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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: 1/5/26 <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 />RE <br />M <br />O <br />D <br />E <br />L <br /> <br />& <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br />14 <br />0 <br />9 <br /> <br />M <br />E <br />R <br />I <br />D <br />A <br />Y <br /> <br />L <br />N <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 />6 <br />01/05/2026 PLAN CHECK1 <br />SD1 <br />STRUCTURAL DETAILS <br />24"24" TYP. <br />1 <br />2 <br />3 3 <br />1. 2-2X JOIST DEPTH FLUSH BM. TO BE SUPPORTED BY <br />SILL PLATE <br />2. CRAWL SPACE OPENING <br />3. #5 REBAR W/ MIN. 24" LAP EACH SIDE OF OPENING <br />W <br />F.S. <br />WHERE OCCURS <br />ALT. COND <br />FOOTING DIMENSIONS <br /># OF <br />STORIES <br />W <br />WIDTH <br />D <br />DEPTH <br />1 12" 18" <br />2 15" 18" <br />W <br />F.S. <br />WHERE OCCURS <br />1 <br />2 <br />3 <br />4 <br />5 6 <br />8 <br />10 <br />8" <br />11 <br />9 <br />9 <br />12 <br />13 <br />14 <br />8" <br />7 <br />15 <br />1. 2X STUD WALL PER PLAN. <br />2. SHEARWALL PER PLAN. <br />3. BOUNDARY NAILS. <br />4. 16d @ 6" O.C. <br />5. FLOOR SHEATHING AND <br />NAILING PER NAILING SCHDL. <br />6. FLOOR JOIST DIRECTION PER <br />PLAN <br />7. 2X SOLE PLATE W/ 16d @ 6" <br />O.C. U.N.O., SEE NAILING PER <br />SHEARWALL SCHDL. <br />8. WOOD SILL W/ 5/8" Ø A.B. @ <br />32" O.C. <br />9. 2-#4 REBAR CONT. @ T & B <br />(U.N.O.). <br />10. #4 VERT. REBAR CENTERED <br />@ STEM @ 18" O.C. WHEN STEM <br />HEIGHT EXCEEDS 24" (U.N.O.) <br />11. CONC. STEM (U.N.O.) <br />12. GIRDER WHERE OCCURS <br />13. FRAMING CLIP LTP4 PER <br />SHEARWALL SCHDL. @ 32" O.C. <br />MAX. <br />14. 15 MIL. VAPOR BARRIER <br />(MEET ASTM 1745) SEPARATE <br />WOOD & CONC. <br />15. CONC. SLAB. <br />SEE NOTE #1 <br />1 <br />2 <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 />2.1/2" MIN. <br />D/2 <br />D/2 <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 />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />1. SIMPSON HOLDOWN HDU, <br />SEE PLANS FOR HOLDOWN <br />TYPES. <br />2. SIMPSON ATR ROD SEE <br />DETAIL 16/SD1 FOR DIA. <br />3. SIMPSON CNW COUPLER SEE <br />DETAIL 16/SD1 <br />4. SIMPSON 5/8" DIA. THREADED <br />ROD (F1554 GR.36) EMBED WITH <br />SIMPSON "SET-3G" EPOXY PER <br />ESR-4057. <br />5. (E) RAISED FLOOR SYSTEM <br />6. BOUNDARY NAILS. <br />7. 2X SOLE PLATE W/ 16d @ 6" <br />O.C. U.N.O., SEE NAILING PER <br />SHEARWALL SCHDL. <br />8. EXSITING CONC. STEM <br />(U.N.O.) <br />* INSTALL IN ACCORDANCE <br />WITH SIMPSON STRONG-TIE <br />RECOMMENDATIONS: SPECIAL <br />INSPECTION REQUIRED <br />1 <br />2 <br />4 <br />5 6 <br />8 <br />10 <br />7 <br />3 <br />9 <br />11 <br />12 <br />13 <br />1 <br />2 <br />3 <br />4 <br />5 6 <br />7 <br />10 <br />1. 2X STUD WALL PER PLAN. <br />2. SHEARWALL PER PLAN. <br />3. BOUNDARY NAILS. <br />4. 16d @ 6" O.C. <br />5. FLOOR SHEATHING AND NAILING PER <br />NAILING SCHDL. <br />6. (E) FLOOR SYSTEM PER PLAN. <br />7. 2X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., <br />SEE NAILING PER SHEARWALL SCHDL. <br />8. WOOD SILL W/ 5/8" Ø SIMP. ATR ROD <br />@ 32" O.C. <br />9. DRILL 3/4" AND FILL W/ SIMP. SET-3G <br />EPOXY PER ESR-4057. <br />10. EXSITING CONC. STEM (U.N.O.) <br />11. FRAMING CLIP LTP4 PER <br />SHEARWALL SCHDL. @ 32" O.C. MAX. <br />12. 2X MUD SILL PER PLAN. <br />13. SIMP. FRFP REPLACE FOR EA. <br />MISSING A.B. PER SW SCHDL. <br />ALT. INSTALLATION FOR A.B. MISISNG <br />NEW CONST.EXISTING BLD'G1 <br />2 3 <br />4 <br />5 <br />1. (N) FLOOR SHEATHING <br />AND NAILING PER NAILING <br />SCHDL. <br />2. FLOOR SYSTEM PER <br />PLAN. IN PERPENDICULAR <br />CONDITION, USE <br />APPROVED HGR. TO <br />CONNECT TO BEAM. <br />3. SIMPSON APPROVED <br />HANGER PER PLAN. <br />4. (3) 16d @ 6" O.C. <br />5. (E) STEM WALL <br />4 36"25" LAP <br />1 <br />2 <br />1. (E) CONC. STEM WALL <br />& FOOTING. <br />2. (N) CONC. STEM WALL <br />& FOOTING. <br />3. NEW FOOTING REBAR <br />(2) #4 @ T&B. <br />4. #4 DOWEL W/ 6" MIN. <br />INTO (E) STEM WALL. <br />DRILLED 5/8" Ø HOLE <br />FILLED W/ SIMP. EPOXY <br />SET-3G PER ICC ESR-4057. <br />5. ADD'S SIMPSON STRAP <br />MST48 CONT. TOP PLATE <br />NOTE: SPECIAL <br />INSPECTION REQUIRED <br />FOR EPOXY <br />INSTALLATION. <br />5 <br />NEW CONST.EXISTING BLD'G <br />ADDITION FOOTING <br />SIMPSON <br />HOLDOWN <br />ANCHOR <br />BOLTS <br />MIN. EMBED <br />(INCHES) <br />#4 BAR x 8'-0" <br />CENTERED <br />@ HD * <br />IN LIEU OF #4 USE <br />#5 BAR x 8'-0" <br />CENTERED @ HD * <br />HDUE3 <br />HDUE5 <br />HDUE7 <br />HDUE9 <br />HDUE13/HDUE17 <br />COUPLER <br />SSTB20 16 5/8" CNW5/8 (2) TOP & (2) BOTT. <br />(2) TOP & (2) BOTT. <br />(2) TOP & (2) BOTT. <br />(2) TOP & (2) BOTT. <br />(2) TOP & (2) BOTT. <br />(1) TOP & (1) BOTT. <br />(1) TOP & (1) BOTT. <br />(1) TOP & (1) BOTT. <br />(1) TOP & (1) BOTT. <br />(1) TOP & (1) BOTT. <br />SB5/8X24 18"CNW5/8 <br />SB5/8X24 18"CNW5/8 <br />SB7/8X24 18"CNW7/8 <br />SB1X30 24" CNW1 <br />48" MIN. <br />NOTES: <br />4x4 POSTS CAN BE REPLACED W/ <br />2-2x4 AS LONG AS NAILS ARE <br />MAINTAINED W/ MIN. EDGE <br />DISTANCE AS REQUIRED BY THE <br />MFR. SPEC. & S.W. EDGE NAILS <br />STAGGERED ON BOTH STUDS. <br />FOR NON-MONO POUR <br />FOUNDATIONS, USE (2) #5 <br />DOWELS PER EACH ANCHOR BOLT, <br />PLACED WITHIN 2" FROM THE BOLT. <br />18" <br />PLAN VIEW <br />A.B. @ FOOTING CORNER <br />PLAN VIEW <br />A.B. @ FOOTING END <br />NOTES: <br />SEE PLANS FOR HOLDOWN <br />TYPES. <br />SEE DETAILS #1 FOR LEGEND & <br />INFORMATION NOT SHOWN. <br />REFER TO MFR. SPEC. FOR <br />INSTALLATION INFORMATION NOT <br />SHOWN. <br />SIMPSON SSTB & SB <br />CAST-IN-PLACE ANCHOR BOLTS <br />PER ICC-ESR-2611. <br />ANCHOR BOLTS INSTALLATION <br />@ SW @ EXT./INT. FOOTING <br />COUPLER INSTALLATION @ SW <br />IN RAISED FLOOR CONDITION <br />1 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />1 <br />7 <br />8 <br />6 <br />1. HOLDOWN AND ANCHOR BOLT PER SCHEDULE <br />BELOW <br />2. CONCRETE CORNER <br />3. CONCRETE END <br />4. ANCHOR BOLT PER SCHEDULE <br />5. REBAR PER TABLE, CENTERED @ "HD" (BEND <br />REBAR @ CORNER). FOR COND. B, LOCATE TOP <br />REBAR 3" TO 5" FROM TOP OF CONCRETE. <br />6. STEM WALL PER PLAN SEE DETAIL #1 & #2 FOR <br />DIMENSION <br />7. SIMPSON ATR ROD MATCH TO DIA. OF ANCHOR <br />BOLT <br />8. COUPLER PER SCHEDULE BELOW <br />* CONT. FOOTING REINFORCEMENT CAN BE COUNTED AS PART OF REBAR REQUIREMENT <br />IF BAR SIZE ARE SAME AS THOSE REQUIRED PER SCHEDULE; OTHERWISE, BARS PER <br />SCHEDULE ARE ADDITIONAL. <br />1 3/4" MIN. <br />ANCHOR BOLT WITH EPOXY <br />1 <br />2 <br />3 <br />4 <br />5 <br />1. 5/8" THREADED BOLT <br />2. 2X STUD WALL PER PLAN. <br />3. 2X SOLE PLATE W/ 16d @ 6" <br />O.C. U.N.O., SEE NAILING PER <br />SHEARWALL SCHDL. <br />4. CONC. SLAB. <br />5. 9/16" DIA. HOLE FILLED W/ <br />SIMPSON "SET-3G" EPOXY TIE <br />PER ICC ESR-4057. <br />WHEN APPLICABLE: VERIFY <br />W/ POST TESION ENGINEER <br />FOR LOCATION OF STRANDS <br />WHEN PLACING DOWELS <br />INTO EXISTING P.T. FTG. DO <br />NOT CUT STRANDS. <br />* INSTALL IN ACCORDANCE <br />WITH SIMPSON STRONG -TIE <br />RECOMMENDATIONS: <br />PERIODIC SPECIAL <br />INSPECTION REQUIRED. <br />1 3/4" MIN. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />1. SIMPSON HOLDOWN HDU, SEE <br />PLANS FOR HOLDOWN TYPES. <br />2. SIMP. ATR 5/8" Ø F1554 GR. 36 <br />A.B.. <br />3. 2X STUD WALL PER PLAN. <br />4. 2X SOLE PLATE W/ 16d @ 6" O.C. <br />U.N.O., SEE NAILING PER <br />SHEARWALL SCHDL. <br />5. CONC. SLAB. <br />6. 9/16" DIA. HOLE FILLED W/ <br />SIMPSON "SET-3G" EPOXY TIE. <br />WHEN APPLICABLE: VERIFY W/ <br />POST TESION ENGINEER FOR <br />LOCATION OF STRANDS WHEN <br />PLACING DOWELS INTO EXISTING <br />P.T. FTG. DO NOT CUT STRANDS. <br />* INSTALL IN ACCORDANCE WITH <br />SIMPSON STRONG -TIE <br />RECOMMENDATIONS: SPECIAL <br />INSPECTION REQUIRED <br />0'-4"6" MIN. <br />PAD & REINF. <br />SEE PLAN <br />250344-5 <br />NEW PAD TO (E) STEM WALL <br />1 <br />4 <br />56 <br />7 <br />8 <br />1. (N) POST PER PLAN. <br />2. (E) FLOOR SHEATHING. <br />3. RAISED FLOOR PER PLAN. <br />4. SIMPSON "CB" COLUMN BASE. <br />5. (E) STEM WALL <br />6. 5/8" A.B. 6" EMB. INTO 11/16" <br />DRILLED HOLE. FILL W/ SIMPSON <br />SET-3G EPOXY PER ICC ESR- 4057. <br />7. #4 DOWEL @ 9/16" DRILLED HOLE <br />@ 24" O.C. FILLED WITH SIMPSON <br />SET-3G EPOXY <br />PER ICC ESR- 4057 <br />8. (N) CONC. PAD & REINF. PER PLAN. <br />9. ROUGHEN AND CLEAN SURFACE <br />W/ 1/4" AMPLITUDE MIN. <br />NOTE: SPECIAL INSPECTION <br />REQUIRED FOR EPOXY <br />INSTALLATION. <br />9 <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 />F.G. <br />W <br />HDUE9 <br />SIMPSON <br />HOLDOWN <br />5/8" <br />HOLD DOWN BOLT (TWO-POUR) <br />18"18" <br />PLAN <br />SIMPSON SSTB/ SB <br />(PER ICC ESR-2611) <br />HDUE3 5/8" SSTB 20 16 5/8" <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 />W <br />SSTB/ SB BOLT INSTALLATION <br />@ SW @ INT. FTG/SLAB <br />SSTB/ SB BOLT INSTALLATION <br />@ SW @ EXT. FTG/SLAB <br />HDUE7 <br />8 <br />72 <br />1 <br />5 <br />6 <br />7 <br />9 <br />11 10 <br />1 <br />2 <br />4 <br />5 <br />3 <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 />1 <br />1
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