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2413 N Poinsettia St - Plan
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Last modified
2/13/2026 5:02:53 AM
Creation date
2/13/2026 5:00:52 AM
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Plan
Permit Number
101122079
Full Address
2413 N Poinsettia St
Street Number
2413
Street Direction
N
Street Name
Poinsettia
Street Suffix
St
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FOUNDATION <br />DETAILS <br />SD1 <br />RE <br />S <br />T <br />R <br />I <br />C <br />T <br />I <br />V <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />SHEET <br />SHEET DESCRIPTION <br />STAMP <br />NO <br />: <br /> 1/30/25 <br />2- <br />S <br />T <br />O <br />R <br />Y <br /> <br />A <br />D <br />U <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br />DATE: <br />24 <br />1 <br />3 <br /> <br />P <br />O <br />I <br />N <br />S <br />E <br />T <br />T <br />I <br />A <br /> <br />S <br />T <br />. <br /> <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 />TH <br />E <br />S <br />E <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />, <br /> <br />A <br />N <br />D <br />SP <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />E <br />X <br />C <br />L <br />U <br />S <br />I <br />V <br />E <br /> <br />T <br />O <br />GE <br />T <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> T <br />H <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />CA <br />N <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />C <br />O <br />P <br />I <br />E <br />D <br />, <br /> <br />T <br />R <br />A <br />N <br />S <br />F <br />E <br />R <br />R <br />E <br />D <br />, <br /> <br />O <br />R <br />RE <br />P <br />R <br />O <br />D <br />U <br />C <br />E <br />D <br /> <br />N <br />O <br />R <br /> <br />C <br />A <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br />S <br /> <br />B <br />E <br /> <br />B <br />U <br />I <br />L <br />T <br /> <br />F <br />R <br />O <br />M <br /> <br />T <br />H <br />E <br />M <br />WI <br />T <br />H <br />O <br />U <br />T <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />C <br />O <br />N <br />S <br />E <br />N <br />T <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />30 <br />0 <br />0 <br /> <br />E <br />. <br /> <br />B <br />I <br />R <br />C <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SU <br />I <br />T <br />E <br /> <br />2 <br />0 <br />3 <br />BR <br />E <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />8 <br />2 <br />1 <br />TE <br />L <br />: <br /> <br />( <br />9 <br />0 <br />9 <br />) <br /> <br />5 <br />6 <br />9 <br /> <br />- <br /> <br />1 <br />8 <br />8 <br />6 <br />in <br />f <br />o <br />@ <br />G <br />e <br />t <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br />. <br />c <br />o <br />m <br />JOB: R24-0921 <br />PHONG TR UONG <br />STATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />NO. C70784 <br />EXP. 06/30/2025 <br />CIV IL <br />01 <br />/ <br />3 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />10 <br />11 <br />12 <br />13 <br />14 <br />BEND <br />LAP SPLICE <br />STIRRUP <br />TIE OR HOOK <br />NOTES: <br />CROSSTIE <br />WIRE TIE END <br />D D <br />90° BEND <br />R <br />180° BEND <br />R12 <br />" <br />4 db <br />2 1 <br />2" MIN. <br />6 d <br />b <br />4" <br />M <br />I <br />N <br />. <br />6db <br />3" M <br />I <br />N <br />. <br />* INCREASE LENGTH BY 30% FOR TOP <br />BARS (HORIZONTAL BARS SO PLACED <br />THAT MORE THAN 12" OF FRESH CONC. IS <br />CAST IN THE MEMBER BELOW, EXCLUDE <br />WALLS) <br />DE <br />T <br />A <br />I <br />L <br />I <br />N <br />G <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />DE <br />T <br />A <br />I <br />L <br />I <br />N <br />G <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />6 d <br />b <br />4" <br />M <br />I <br />N <br />. <br />12 <br /> <br />d <br />b F <br />O <br />R <br /> <br /># <br />6 <br /> <br />T <br />H <br />R <br />U <br /> <br /># <br />8 <br />3" <br /> <br />M <br />I <br />N <br />" <br />D= 4db FOR #3 THRU #5 <br />D= 6db FOR #6 THRU #8 <br />8db <br />8db <br />48 db <br />R= 3db FOR #3 THRU #8 <br />R= 4db FOR #9 THRU #11 <br />R= 5db FOR #14 THRU #18 <br />TYPICAL REBAR DETAIL <br />1.PUT CROSSTIE W/ EACH STIRRUP <br />ALT. 135° BENDS (90° FOR CIRCULAR <br />TIE) <br />2.ALL BENDS SHALL BE MADE COLD <br />SINGLE LAYER INTERSECTION & CORNER <br />L <br />L <br />L <br />L <br />L <br />L <br />L L <br />L <br />L = 30 BAR DIAM. MIN. IN CONCRETE. <br />40 BAR DIAM. MIN. IN MASONRY. <br />DOUBLE LAYER INTERSECTION & CORNER <br />CONCRETE FOOTING INTERSECTION <br />REINF. MAY BE CONT. OR <br />ADD BARS WITH SAME <br />SIZE & SPACING AS <br />WALL/FOOTING REINF. <br />7" <br />MI <br />N <br />. <br />2 <br />4 <br />6 <br />13 4" <br />MIN. <br />ANCHOR BOLT TO [E] FOOTING <br />18 <br />" <br />V. <br />I <br />. <br />F <br />. <br />1 <br />3 <br />51.[E] 2X STUDS <br />2.5/8"Ø A307 THREADED BOLT <br />3.2X BLK'G BETWEEN STUDS @ <br />LENGHT OF SHEAR WALL W/ (6) 10d <br />@ EACH BLK'G <br />4.(E) CONC. SLAB <br />5.SHEAR WALL PER PLAN <br />6.DRILL 3/4"Ø W/ SIMP. SET-3G ICC <br />4057. INSTALL IN ACCORDANCE <br />WITH SIMPSON STRONG-TIE <br />RECOMMENDATIONS. SPECIAL <br />INSPECTION REQUIRED <br />3 <br />2 <br />13 4" <br />MIN. <br />UNDERPINNED HOLD DOWN <br />5/8" <br />A.B. Dia.Steel <br />F1554 Gr36 <br />Plt. Washer Holdown <br />HDU5 <br />CAPACITY (lbs) <br />5645 <br />3"MI <br />N <br />. <br />5/8" F1554 Gr36 HDU4 4565 <br />5/8" F1554 Gr36 HDU2 3075 <br />1 <br />1.THREADED ROD PER TABLE <br />2.(E) CONC. FOOTING <br />3.GROUT <br />4.PLATE WASHER PER TABLE <br />1/4"x1½"x1½" <br />1/4"x1½"x1½" <br />1/4"x1½"x1½" <br />4 <br />HDU <br />4.25" MIN. <br />16 <br />" <br />MI <br />N <br />. <br />RE <br />T <br />U <br />R <br />N <br />3" <br />CL <br />R <br />. <br />le <br />1 3/4" <br />MIN. <br />E <br />E <br />le <br />18" <br />18 <br />" <br />1.REBAR PER TABLE, CENTERED @ "HD" <br />(BEND REBAR @ CORNER). FOR <br />COND. B, LOCATE TOP REBAR 3" TO 5" <br />FROM TOP OF CONCRETE. <br />2.EDGE OF DEEPENED SLAB/FTG FOR <br />HOLDOWN @ INT. SHEAR WALL. <br />3.CONCRETE STEM/FOOTING WIDTH (8" <br />MIN. FOR 7/8"Ø BOLT, 6" MIN. FOR <br />5/8"Ø BOLT) ENTIRE EMBED. LENGTH. <br />4.SS BOLTS PER SCHEDULE. <br />5.FTG WIDTH (13" FOR 7/8"Ø BOLT, 9" <br />FOR 5/8"Ø BOLT). <br />6.EXTERIOR FOOTING EDGE. <br />7.CONCRETE CORNER. <br />8.CONCRETE END. <br />9.DEEPEND FOOTING AS REQUIRED TO <br />ENSURE PROPER EMBEDMENT <br />10.USE 16D SINKER NAILS. (0.148"X3 1/4"). <br />NOTES: <br />- SEE PLANS FOR HOLDOWN <br />TYPES. <br />- SEE DETAIL #1 FOR LEGEND & <br />INFORMATION NOT SHOWN. <br />- REFER TO MANUFACTURER <br />SPECIFICATIONS FOR <br />INSTALLATION INFORMATION <br />NOT SHOWN. <br />- WHEN 3-2X MEMBER IS USED <br />FOR HDQ8 & HDU, 1/4"Øx4 1/2" <br />SDS SCREWS SHOULD BE USED. <br />SIMPSON <br />HOLDOWN SB BOLTS #4 BAR X 8'-0" <br />CENTERED @ HD*le (in.) <br />IN LIEU OF #4 USE <br />#5 BAR X 8'-0" <br />CENTERED @ HD * <br />HDU2 SS5/8x24 (2) TOP & BOT.(1) TOP & (1) BOT. <br />HDU4 (2) TOP & BOT.(1) TOP & (1) BOT. <br />HDU5 / HTT5 (2) TOP & BOT.(1) TOP & (1) BOT. <br />HDU8 / HDQ8 (2) TOP & BOT.(1) TOP & (1) BOT. <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 />SB BOLTS INSTALLATION @ <br />SW @ EXT. FOOTING <br />SB BOLT INSTALLATION <br />@ SW @ INT. FTG/SLAB <br />PLAN VIEW SB @ <br />CONC. CORNER <br />PLAN VIEW SB @ <br />CONC. END <br />1 <br />2 <br />5 <br />3 <br />4 9 <br />6 <br />4 <br />1 <br />7 <br />4 <br />8 <br />4.25" <br />MIN. <br />3" <br />CL <br />R <br />. <br />18" <br />NOTES: <br />-4x4 POSTS CAN BE REPLACED <br />W/ 2-2x4 AS LONG AS NAILS ARE <br />MAINTAINED W/ MIN. EDGE <br />DISTANCE AS REQUIRED BY <br />THE MANUF. SPEC. & S.W. EDGE <br />NAILS STAGGERED ON BOTH <br />STUDS. <br />-FOR NON-MONOPOUR <br />FOUNDATIONS, USE (2) #5 <br />DOWELS PER EACH SB BOLT, <br />PLACED WITHIN 2" FROM THE <br />BOLT. <br />HOLD DOWN <br />8"8" <br />E-E SECTION <br />le <br />3" <br />CL <br />R <br />. <br />9 9 <br />SS5/8x24 <br />SS5/8x24 <br />SS7/8x24 18" <br />18" <br />18" <br />NOTE: <br />1.SPRAY BONDING AGENT <br />(INTRALOK OR SIMILAR) AT THE <br />JOINT BETWEEN OLD AND NEW <br />CONCRETE PRIOR TO POURING <br />NEW CONCRETE. <br />2.IF POST TENSION FOUNDATION: <br />VERIFY W/ POST TENSION <br />ENGINEER FOR LOCATION OF <br />STRANDS WHEN PLACING DOWELS <br />INTO EXISTING P.T. FTG. DO NOT <br />CUT STRANDS. <br />6"24" <br />2 <br />1 <br />3 <br />[E] <br />FTG <br />[N] <br />FTG <br />6"24" <br />[N] FOOTING TO [E] FOOTING <br />15 <br />° <br />1.(E) FOOTING <br />2.#4 DOWELS <br />3.5/8"Ø HOLE W/ SIMPSON "SET-3G" <br />EPOXY, ESR-4057 *SPECIAL INSPECTION <br />REQ'D <br />6"24" <br />2 <br />1 <br />3 <br />[E] <br />FTG <br />[N] <br />FTG <br />6"24" <br />15 <br />° <br />12" MIN. <br />8"12" <br />2 <br />1 <br />3 <br />[N] SLAB TO [E] FOOTING <br />1.#3 DOWELS @ 18" O.C. <br />2.1/2" Ø HOLE W/ SIMPSON "SET-3G" <br />EPOXY, ESR-4057 SPECIAL <br />INSPECTION REQ'D <br />3.[E] CONC. <br />SO <br />I <br />L <br />: <br /> <br />8 <br />" <br /> <br />M <br />I <br />N <br />. <br />CO <br />N <br />C <br />. <br />: <br /> <br />4 <br />" <br /> <br />M <br />I <br />N <br />. <br />W <br />7" <br />MI <br />N <br />. <br />EM <br />B <br />E <br />D <br />1.2X STUD WALL <br />2.SHEAR WALL AS OCCURS, SEE <br />PLAN AND SHEAR WALL SCHEDULE <br />3.P.T.D.F. SILL PLATE W/ 5/8"Ø <br />ANCHOR BOLTS PER SHEAR WALL <br />SCHEDULE, (2) BOLTS PER PIECE <br />WITH (1) BOLT LOCATED NOT MORE <br />THAT 12" OR LESS THAN 7db. FROM <br />EACH END AND/OR SPLICE OF THE <br />PIECE. <br />4.(2) #4 BARS, TOP AND BOTTOM <br />5.18"x18" #3 DOWELS @ 18" O.C. <br />6.SLAB PER PLAN <br />7.SUBGRADE AND VAPOR BARRIER <br />PER PLAN <br />8.SCREED @ STUCCO FINISH <br />D <br />2 <br />1 <br />15" <br />12" <br />18" <br />18" <br />FOOTING DIMENSIONS <br /># OF <br />STORIES <br />W <br />WIDTH <br />D <br />DEPTH <br />1 <br />2 <br />3 <br />4 <br />6 <br />5 <br />7 <br />8 <br />7" <br />FO <br />R <br /> <br />2 <br />PO <br />U <br />R <br />S <br />ON <br />L <br />Y <br />FOOTING DETAIL <br />D <br />W <br />4 <br />INTERIOR FOOTING DETAIL <br />2 <br />1 <br />15" <br />12" <br />18" <br />18" <br />FOOTING DIMENSIONS <br /># OF <br />STORIES <br />W <br />WIDTH <br />D <br />DEPTH <br />1.2X STUD WALL <br />2.SHEAR WALL AS OCCURS, SEE PLAN AND <br />SHEAR WALL SCHEDULE <br />3.P.T.D.F. SILL PLATE W/ 5/8"Ø ANCHOR <br />BOLTS PER SHEAR WALL SCHEDULE, (2) <br />BOLTS PER PIECE WITH (1) BOLT LOCATED <br />NOT MORE THAT 12" OR LESS THAN 7D/B. <br />FROM EACH END AND/OR SPLICE OF THE <br />PIECE. <br />4.(2) #4 BARS, TOP AND BOTTOM <br />5.18"x18" #3 DOWELS @ 18" O.C. <br />6.SLAB PER PLAN <br />7.SUBGRADE AND VAPOR BARRIER PER PLAN <br />7" <br />FO <br />R <br /> <br />2 <br />PO <br />U <br />R <br />S <br />ON <br />L <br />Y <br />7" <br />MI <br />N <br />. <br />EM <br />B <br />E <br />D <br />12 <br />3 <br />5 <br />7 <br />6 <br />[N] INTERIOR FOOTING AT [E] SLAB <br />7" <br />MI <br />N <br />. <br />EM <br />B <br />E <br />D <br />1.2X STUD WALL <br />2.SHEAR WALL AS OCCURS, SEE PLAN <br />AND SHEAR WALL SCHEDULE <br />3.P.T.D.F. SILL PLATE W/ 5/8"Ø ANCHOR <br />BOLTS PER SHEAR WALL SCHEDULE, <br />(2) BOLTS PER PIECE WITH (1) BOLT <br />LOCATED NOT MORE THAT 12" OR <br />LESS THAN 4 1/2". FROM EACH END <br />AND/OR SPLICE OF THE PIECE. <br />4.(2) #4 BARS, TOP AND BOTTOM <br />5.#3 DOWELS @ 24" O.C. FOR 2 POURS <br />6.[E] SLAB PER PLAN <br />7.5/8" Ø HOLE W/SIMPSON "SET-3G" <br />EPOXY TIE, ESR # 4057 *SPECIAL <br />INSPECTION REQ'D <br />8.#4 DOWELS @ 18" O.C. BENT AS <br />SHOWN IN FOOTING & OVERLAP MIN. <br />24" AS SHOWN IN SLAB. <br />9.SPRAY BONDING AGENT (INTRALOK <br />OR SIMILAR) AT THE JOINT BETWEEN <br />OLD AND NEW CONCRETE PRIOR TO <br />POURING NEW CONCRETE. <br />2 <br />1 <br />15" <br />12" <br />24" <br />24" <br />FOOTING DIMENSIONS <br /># OF <br />STORIES <br />W <br />WIDTH <br />D <br />DEPTH <br />5" <br />MIN. <br />7 <br />1 <br />3 4" <br />T <br />O <br /> <br />2 <br />" <br />3" <br />MI <br />N <br />. <br />CL <br />R <br />. <br />5" <br />MIN. <br />8 <br />D <br />12 <br />3 <br />4 <br />4 <br />6 <br />6 <br />7 <br />8 <br />9 <br />9 <br />1.EXISTING SLAB/FOOTING. <br />2.SLAB CUT. ROUGHEN SURFACE <br />3.FOUNDATION PAD PER PLAN. <br />4.PAD REINFORCEMENT PER PLAN. <br />5.NATURAL GRADE. <br />6.COMPACTED GRADE BELOW PAD <br />PER INDUSTRY STANDARDS. <br />7.#4 BARS @ 12"O.C. EMBEDDED <br />MINIMUM 6" INTO EXISTING <br />SLAB/FTG @ MID HEIGHT W/ <br />SIMPSON SET-3G EPOXY. .BARS <br />MUST BE EMBEDDED 18" INTO <br />NEW CONCRETE. <br />8.POST PER PLAN <br />9.SIMPSON CBS <br />PER PLAN <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />. <br />5 <br />2 <br />8 <br />9 <br />2 <br />7 <br />1 <br />3 <br />4 <br />6 <br />SPECIAL INSPECTION <br />REQUIRED FOR SIMPSON <br />SET-3G (ICC-ESR 4057) EPOXY <br />OR EQUIVALENT <br />INSTALLATION. <br />[N] PAD FOOTING AT [E] SLAB <br />2" MIN. FOR 2X4 WALL <br />3 1 <br />2" MIN. FOR 2X6 WALL <br />de <br />[E] CONC. SLAB <br />& FOOTING <br />CONC. PAD, SEE PLAN <br />FOR SIZE & REINF. <br />NOTE: <br />SIMPSON SET-XP EPOXY ESR-2508. <br />SPECIAL INSPECTION REQUIREDEQ.EQ. <br />PLATE WASHER, <br />SEE TABLE <br />UNDER PINNED FOOTING <br />6" <br />MIN. <br />10" <br />MIN. <br />12 <br />" <br />MI <br />N <br />. <br />#4 DOWELS BENT AS <br />SHOWN @ 12" O.C. (MIN. 2) <br />W/ SIMP. SET-3G EPOXY <br />(ICC-ESR 4057), SPECIAL <br />INSPECTION REQ'D <br />THREADED ROD PER TABLE, EMBED W/ SIMP. <br />CRACK-PAC® FLEX-H2O™ <br />HDU2 5 8"1 2'X11 2"X11 2"3"6"13 8"24"X24"X18"3075 <br />HDU4 5 8"1 2'X11 2"X11 2"3"6"13 8"24"X24"X18"4565 <br />HDU5 5 8"1 2'X11 2"X11 2"3"6"13 8"24"X24"X18"5645 <br />HDU8 7 8"1 2"X21 2"X21 2"3"9"15 8"30"X30"X18"6970 <br />HDU11 1"5 <br />8"X3X2 3 <br />4"7.25"11"1 7 <br />8"36"X36"X18"11175 <br />HDU14 1"5 <br />8"X3 1 <br />2"X3 1 <br />4"7.25"11"2"42"X42"X18"14390 <br />HD19 1 1 <br />4"3 <br />4"X3 1 <br />2"X3 1 <br />2"7.25"14 1 <br />2"2 1 <br />4"48"X48"X18"19360 <br />SIMPSON <br />HOLDOWN ANCHOR PLATE <br />WASHER <br />L1 <br />CAPACITY <br />(LBS) <br />FOOTING SIZEdeWOOD <br />THICKNESS <br />NOTES: <br />EXTERIORINTERIOR <br />SEE PLANS <br />1 <br />2 <br />3 <br />3 <br />1 <br />FACE OF <br />STUD <br />NOTES: <br />- SEE DETAIL #1 FOR INFORMATION NOT SHOWN <br />- 4x4 POSTS CAN BE REPLACED WITH 2-2x4 AS LONG <br />AS NAILS ARE MAINTAINED WITH MIN. EDGE <br />DISTANCE AS REQUIRED BY THE SPEC. & S.W. EDGE <br />NAILS STAGG ON BOTH STUDS. <br />1.CENTERLINE OF POST <br />AND PAD FOOTING <br />2.POST IN WALL OR <br />USE COLUMN BASE, <br />SEE PLAN <br />3.PAD <br />REINFORCEMENT, <br />SEE PLANS <br />SEE PLANS <br />PAD FOOTING DETAIL
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