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5 <br />4 <br />3 <br />1 <br />2 <br />R E V I S I O N <br />11122 BIXLER CIR., <br />PHONE: 657-820-6210 <br />EMAIL: INFO@PBDINC.ORG <br />GARDEN GROVE, CA92840 <br />PROFESSIONAL BUILDING <br />DESIGNS, INC. <br />THIS DRAWING AND DESIGN <br />CONCEPTS ARE PROPRIETARY TO <br />PBD, INC. <br />THE DRAWING OR DESIGN <br />CONCEPTS SHALL NOT BE USED <br />OR REPRODUCED IN THE PART <br />OR IN WHOLE WITHOUT THE <br />WRITTEN PERMISSION BY <br />PBD, INC. <br />ARCHITECTURAL - STRUCTURAL <br />MECHANICAL - ELECTRICAL - PLUMBING <br />RESIDENTIAL - COMMERCIAL - INDUSTRIAL <br />ON TIME - ON BUDGET - PROFESSIONAL WORK <br />ONE STOP SOLUTION PBD <br />SHEET NO.: <br />DRAW BY: <br />DUY NGUYEN <br />PLOTE DATE: <br />JOB NO.: 25655 <br />C 69546 <br />Exp: 06/30/26 <br />TUNG THANH VO <br />C I V I LSTATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />01/30/2026 <br />2 <br />C <br />A <br />R <br /> <br />G <br />A <br />R <br />A <br />G <br />E <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />T <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />RE <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />F <br />O <br />R <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />A <br />d <br />d <br />r <br />e <br />s <br />s <br />: <br /> <br />2 <br />1 <br />2 <br />9 <br /> <br />N <br /> <br />H <br />a <br />t <br />h <br />a <br />w <br />a <br />y <br /> <br />S <br />t <br />. <br /> <br />S <br />a <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 />5 <br />01/30/2026 BLDG CMNT. <br />DATE BY <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />SD1 <br />1 <br />2 <br />4 <br />NEW EXTERIOR FOOTING <br />(2)#4 REBAR CONT. <br />T & B (U.N.O.). <br />STUD WALL <br />SHEAR PANEL WHERE OCCURS <br />WITH B.N. AT SILL PLATE <br />8" <br />MI <br />N <br />. <br />P.T.D.F. SILL PLATE <br />W/ ANCHOR BOLTS <br />PER 2/SD1. <br />(MIN. 5/8" DIAMETER @ 48" O.C.) <br />3" <br />W <br />PER SCHED. <br />#3 @ 24" O.C. <br />BENT 3' INTO SLAB <br />VAPOR BARRIER. <br />WHERE OCCURS <br />EXTEND 1.1/2" <br />INTO FTG. <br />SLOPE TO DRAIN <br />SCREED 26 GAUGE <br />@ STUCCO FINISH <br />F.G. <br />FOOTING DIMENSIONS <br /># OF <br />STORIES <br />W <br />WIDTH <br />D <br />DEPTH <br />1 12"24" <br />2 15"24" <br />MIN.4" THK. CONC. SLAB <br />w/ #4 @ 18" O.C. EA WAY <br />OVER 3" SAND <br />OVER 15 MIL. VAPOR BARRIER <br />OVER 4" AGGREGATES OF 1/2" OR LARGER <br />PRESATURATION TO <br />110% OF OPTIMUM <br />MOISTURE CONTENT. <br />90% COMPACTION OR <br />COMPACTED FILL BY <br />SOIL ENGINEER <br />D <br />M <br />I <br />N <br />. <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />. <br />H <br />(2)#5 OR (3)#4 <br />REBAR CONT. <br />AT MID WHEN H >32" <br />4" <br />INTERIOR PARTITION, TYP. <br />2x P.T D.F SILL PLATE <br />w/ 7 32"Øx312" SHOT PINS <br />@ 32" OC w/ 14 GA PER ICC-ESR 2138 <br />. WASHERS AND FIRST 2 PINS PLACED <br />6" AND 10" FROM PLATE ENDS <br />CONCRETE SLAB <br />2x STUDS @ 16" OC <br />2x P.T D.F SILL PLATE <br />w/ 7 32"Øx312" SHOT PINS <br />@ 32" OC w/ 14 GA PER ICC-ESR 2138 <br />. WASHERS AND FIRST 2 PINS PLACED <br />6" AND 10" FROM PLATE ENDS <br />CONCRETE SLAB <br />2x STUDS @ 16" OC <br />BEARING NONE SHEAR WALL <br />NONE BEARING <br />CONCRETE FOOTING <br />SIZE & REBARS <br />PER DETAIL 1/SD1 <br />W <br />PER SCHEDULE <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />SE <br />E <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br /> <br />1 <br />/ <br />S <br />D <br />1 <br />7 <br />8TYP. REINFORCING DETAILS <br />BEND <br />R= 5(d) FOR #14 THRU #18 <br />LAP SPLICE <br />STIRRUP <br />6(d <br />) <br /> <br />M <br />I <br />N <br />. <br />TIE OR HOOK <br />6(d <br />) <br /> <br />M <br />I <br />N <br />. <br />MADE COLD <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 />OR <br />3 <br />" <br /> <br />M <br />I <br />N <br />. <br />- ALL BENDS SHALL BE <br />STIRRUP ALT. 135° BENDS <br />- PUT CROSSTIE W/ EACH <br />D= 4(d) FOR #3 THRU #5 <br />D= 6(d) FOR #6 THRU #8 <br />OR <br /> <br />3 <br />" <br /> <br />M <br />I <br />N <br />. <br />12 <br />( <br />d <br />) <br /> <br />F <br />O <br />R <br /> <br /># <br />6 <br /> <br />T <br />H <br />R <br />U <br /> <br /># <br />8 <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 />NOTES: <br />CROSSTIE <br /> MEMBER BELOW, EXCLUDE <br /> CONCRETE IS CAST IN THE <br /> THAN 12 INCHES OF FRESH <br /> BARS SO PLACED THAT MORE <br /> FOR TOP BARS (HORIZONTAL <br />* INCREASE LENGTH BY 30% <br />WIRE TIE END <br /> WALLS) <br />D D <br />48(d) MASONRY (U.N.O.) <br />48(d) * IN CONCRETE <br />90° BEND <br />8(d) <br />R <br />R= 4(d) FOR #9 THRU #11 <br />R= 3(d) FOR #3 THRU #8 <br />2 1/2" MIN.8(d) <br />180° BEND <br />R12 <br />" <br />4(d) OR <br />4" <br />M <br />I <br />N <br />. <br /> <br />O <br />R <br />4" <br />M <br />I <br />N <br />. <br /> <br />O <br />R <br />6(d <br />) <br />STAIR OR RAMP ON GRADE <br />2" <br />#3 NOSING <br />TYPICAL <br />SEE ARCH. FOR TREAD <br />AND RISERS <br />6" <br />MIN <br />. <br />(2)#5 CONT. <br />#4@12 <br />EACH WAY <br />#4@12 <br />RAMP LINE <br />#4@12 <br />1'-6" <br />2'-0" <br />1'-2" <br />1' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />. <br />1'-6" <br />2'-0" <br />TYPICAL MANDATORY MINIMUM FORMWORK <br />(UNLESS FULLY FORMED) <br />CLEAN OUT <br />ON DWGS. +2" <br />WIDTH SHOWN <br />LAITANCE AND SCUM <br />HAS SET. REMOVE <br />AFTER CONCRETE <br />NOTE: <br />NOTE: <br />6" <br />MIN <br />11/2" MIN. STARTER WALL <br />REQUIRED FOR FOOTINGS <br />CURB OR STARTER WALL <br />BELOW GRADE <br />LC <br />APPLICABLE <br />FORMWORK <br />SPECIFICATIONS <br />2" PLANKING <br />FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT EXCAVATIONS <br />PROVIDED THE FOUNDATION TRENCH WALLS ARE STABLE AS DETERMINED BY THE <br />ARCHITECT (STRUCTURAL ENGINEER), SUBJECT TO THE APPROVAL OF THE DIVISION <br />OF THE STATE ARCHITECT, IN SUCH CASE. THE MINIMUM FORMWORK SHOWN ON THE <br />DRAWINGS IS MANDATORY TO INSURE CLEAN EXCAVATIONS IMMEDIATELY PRIOR TO <br />AND DURING THE PLACING OF CONCRETE. <br />STARTER WALL REQUIRED FOR ALL MASONRY OR CONCRETE WALLS. <br />STAKES NOT PERMITTED WITHIN FOOTING SECTION. <br />FORMWORK NOT PERMITTED BELOW GRADE UNLESS FULLY FORMED. <br />TYPICAL <br />6 <br />5 <br />3 <br />9 RETROFIT FOR SHEAR WALL <br />EXIST. SLAB <br />5 8"Ø ALL-THREADED ROD, <br />7 8" DRILL BIT w/ SIMP. SET-3G <br />ESR-4057 <br />w/ 3x3x0.229 PLATE WASHER <br />EXISTING SILL PLATE <br />7" <br /> <br />M <br />I <br />N <br />. <br />2" MIN. FOR 2X4 WALL <br />3 1/2 " MIN. FOR 2X6 WALL <br />NOTE: <br />SIMPSON SET-3G ESR-4057 <br />SPECIAL INSPECTION REQUIRED <br />EXISTING STUD WALL <br /> HOLD DOWN @ EXISTING FOOTING <br />NOTE: <br />SIMPSON SET-3G ESR-4057 <br />SPECIAL INSPECTION REQUIRED <br />HUD2/HDU4/HDU5/ <br />HDU8/HDU11 <br />HOLDOWN <br />w/ SDS2.5 SCREWS <br />ANCHOR BOLT <br />PER SIMPSON CATALOGUE <br />OR 5 8"Ø ALL-THREADED ROD <br />7 8" DRILL BIT w/ SIMP. <br />SET-3G ESR-4057 <br />SPECIAL INSPECTION REQUIRED <br />@ EXISTING FOOTING <br />EXISTING SLAB & <br />FOOTING <br />5/8"Ø ALL-THREADED ROD <br />w/ SIMP. SET-3G ESR-4057 <br />2" MIN. FOR 2X4 WALL <br />3.5 " MIN. FOR 2X6 WALL <br />MI <br />N <br />. <br /> <br />l <br />e <br />PE <br />R <br /> <br />T <br />A <br />B <br />L <br />E <br />EXISTING SLAB & <br />FOOTING <br />7/8"Ø ALL-THREADED ROD <br />w/ SIMP. SET-3G ESR-4057 <br />NEW PAD FOOTING AND <br />REINFORCING WHERE <br />OCCURS PER PLAN <br />3" <br />CL <br />R <br />. <br />SIMPSON <br />HOLDOWN <br />HDU8 <br /> HDU2 <br /> HDU4 <br />THREADED <br />ROD <br />5/8"Ø <br /> HDU5 <br />5/8"Ø <br />5/8"Ø <br />7/8"Ø <br />MIN EMBED <br />(le) <br />13" <br />13" <br />13" <br />18" <br />2" MIN. FOR 2X4 WALL <br />3 1/2 " MIN. FOR 2X6 WALL <br />PAD CONDITION FOR HDU8, HDU11 AND CORNER <br />PAD CONDITION FOR HDU2, HDU4, HDU5 <br />CAPACITY <br />3075# <br />4565# <br />5645# <br />7870# <br />MIN PAD <br />HDU11 1"Ø 20"11175# <br />24" SQX24" DEEP <br />36" SQX24" DEEP <br />MI <br />N <br />. <br /> <br />l <br />e <br />PE <br />R <br /> <br />T <br />A <br />B <br />L <br />E <br />24" SQX18" DEEP @ CORNER <br />24" SQX18" DEEP @ CORNER <br />NEW EXTERIOR FOOTING <br />AT EXISTING SLAB <br />P.T.D.F. SILL PLATE <br />W/ A.B. PER FOUND. <br />PLAN. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />(2) # 4 BARS @ T & B. <br />PER PLAN. <br />3" <br />B.N. <br />NEW STUD WALL <br />EXSITING 4" THK. <br /> CONC. SLAB <br />#4 BARS @ 18" OC <br />w/ 6" INTO E. FOOTING & 24" <br />INTO NEW FOOTING <br />w/ SIMPSON "SET-3G" <br />EPOXY, <br />ICC-ESR-4057. <br />NEW EXTERIOR FOOTING <br />NOTE: <br />SIMPSON SET-3G ESR-4057 <br />SPECIAL INSPECTION REQUIRED <br />CONCRETE CURB <br />CONCRETE PAVING <br />1- #4 CONT. <br />8" <br />MI <br />N <br />. <br />CJ W/ 8-16d FACE NAILS <br />LARGER BLOCK (RIPPED TO CORRECT SIZE) FOR GAPS LARGER THAN 1". <br />USE FULL DEPTH BLKG. INSTALL LS70'S WHERE GAP EXCEEDS 1/4". USE NEXT <br />H1'S @ 24" O.C. MAY BE INSTALLED IN LIEU OF A35'S FOR SHEAR TRANSFER. <br />DROP BM. WHERE OCCURS <br />HEADER WHERE OCCURS <br />2X BEVELED BLOCKING W/E.N. & A35 @ <br />24" O.C. (SEE ADDITIONAL A35 REQMTS. <br />@ SHEAR WALLS) <br />DBL 2X TOP PLATE <br />2X STUDS @ 16" O.C. <br />SHEAR PANEL WHERE OCCURS <br />B.N. <br />SEAT CUT ALL RAFTERS. DO NOT OVERCUT. <br />ALT. LOCATION OF BLKG. <br />NOTES: <br />ROOF SHEATHING <br />RR W/ SEAT <br />CUT AT WALL <br />B.N. <br />ROOF RAFTER <br />PERPENDICULAR TO EXT. WALL <br />30" MAX. <br />1X6 STARTER BOARD-SHIPLAP <br />AT EXPOSED EAVES <br />2X ROSA FASICA <br />SIMPSON H2.5A @ 48" O.C. U.N.O. <br />B.N.:8D COMMON NAIL AT 6" O.C. <br />POST & BEAM CONNECTION <br />BM., SEE PLAN <br />POST, SEE PLAN. <br />EQ <br />. <br />EQ <br />. <br />STRAP <br />A <br />CAPACITY <br />- <br />5600# <br />2900# <br />MSTA12 <br />EA. SIDE <br />(1) CS16B <br />(2) CS16C <br />OF EACH STRAP <br />OVERALL LENGTH <br />12" <br />24" <br />24" <br />SIMPSON STRAP EACH <br />SIDE OF BEAM TO POST. <br />ALT. TO MSTA12 STRAPS, USE 2X <br />KING STUD EACH SIDE OF BEAM <br />TO POST & NAIL W/ 16d'S @ 16" O.C. <br />TO POST & MIN. (5) 16d'S TO BEAM. <br />CALIF. FRAMING DETAIL <br />2x VALLEY PLATE W/(3) 16d <br />INTO EACH RAFTER OR TRUSS <br />RAFTER PER PLAN <br />ROOF SHEATHING <br />B.N. <br />2X6 PURLIN & 2X4 KICKER @ <br />8'-0" O.C. MAX. TO LIMIT <br />(2)16d TOENAIL RR TO RR. <br />RAFTER PER PLAN <br />2x4 OR 2X6 RAFTERS <br />@ 24" O.C. MAX. <br />MAX.SPAN: <br />2x4 = 4'-0" <br />2x6 = 8'-0" <br />2x VALLEY PLATE W/(3) 16d <br />INTO EACH RAFTER OR TRUSS <br />2x RIDGE BOARD W/ DEPTH <br />GREATER THAN JACK RAFTER <br />ADD 2x4 STRUT FROM JACK RAFTER <br />TO RAFTER BELOW TO LIMIT OVER <br />FRAMING RAFTER SPAN <br />TYPICAL TOP PLATE SPLICE <br />ST22 STRAP <br />@ RIDGE OF RAKE WALL <br />18-16d SINKERS <br />@ SPLICE, STAGGERED <br />DO NOT SPLIT TOP PLATE <br />WITH SPLICE NAILING, SEE TABLE BELOW. <br />STUDS @ <br />16" O.C. <br />2-16d FROM TOP <br />PLATE TO BOTTOM <br />PLATE OVER EACH STUD <br />2-16d FROM <br />PLATE TO EA. STUD <br />2-2X TOP PLATE 4' <br />NOTE: SPLICE REQUIRED AT ALL PLATE BREAKS AND ALSO AT CHANNELS FOR <br />INTERSECTING WALLS AT ANY EXTERIOR WALL, BEARING WALL, OR SHEAR WALL <br />NO. OF 16d SINKER <br />MIN. PLATE LAP <br />ALT. STRAP w/ 16d SINKER ST22 ST6224 ST6236 MST37 MSTC52 CMST12x72" <br />8 FT. <br />42 <br />GF <br />36 <br />8 FT.8 FT. <br />32 <br />ED <br />24 <br />6 FT.6 FT. <br />22 <br />CB <br />16 <br />4 FT. <br />10 <br />A <br />4 FT. <br />MST60 <br />TYPICAL STUD WALL FRAMING AT OPENING DETAIL <br />(2)10d TOE <br />16d @ 12"o.c. <br />WIDER THAN 6'-0") <br />TRIMMER AT OPENING <br />2x TRIMMER (2)2x <br />U.N.O. <br />SILL ~P <br />THAN 4'-0") <br />SILL AT OPENING WIDER <br />WHERE OCCURS (2)2x <br />2x WINDOW SILL <br />SEE PLAN <br />POST AT HOLDOWNS <br />DOUBLE STUDS OR <br />2x STUDS @ 16"o.c. <br />TOP AND BOTTOM <br />6'-0") W/ SIMPSON A34 <br />OPENING WIDER THAN <br />(2)2x THRU STUDS AT <br />(1)2x THRU STUD (USE <br />HEADER DEPTH) <br />OF ADDITIONAL <br />(2)16d FOR EA. 2" <br />(2)16d MIN. (ADD <br />THAN 8'-0" <br />OPENING WIDER <br />SIMPSON A34 AT <br />NAILS <br />STAGGER <br />DETAILS <br />SEE CBC, TABLE 25Q, OR <br />FOR BALANCE OF NAILING, <br />U.N.O. ON PLANS) <br />OPENING <br />HEADER SCHEDULE <br />WIDTH <br />10'-0" <br />12'-0" <br />8'-0" <br />6'-0" <br />4'-0" <br />MAX. <br />VERTICAL <br />AND @ 8'-0"o.c. <br />STOPS AT CEILING <br />PROVIDE 2x FIRE <br />NOTE: <br />STUD WIDTH <br />WIDTH SAME AS <br />BEARING <br />10" <br />12" <br />NON-BEARING <br />8" <br />6" <br />4" <br />12" <br />14" <br />8" <br />10" <br />6" <br />MIN. NOMINAL HEADER ''D'' <br />TO 6'-0" ONLY) <br />(AT OPENINGS UP <br />BUILT-UPSOLID <br />'' <br />D <br />' <br />' <br />DE <br />P <br />T <br />H <br />HD <br />R <br />UP PER SCHEDULE <br />HEADER (SOLID, BUILT- <br />(2)2x TOP ~PS <br />EA. SIDE STAGGER <br />w/ 16d @ 12"o.c. <br />CONT. PLYWD. SHIM <br />2x EA. SIDE ANDNOTE: <br />GABLE END WALL <br />ROOF SHEATHING <br />ROOF RAFTER <br />PER PLAN <br />CEILING JOIST <br />PER PLAN <br />#SHEAR PANEL <br />SEE PLAN <br />E.N <br />B.N B.N <br />STUD WALL <br />DBL TOP PLATE <br />CRIPPLE WALL <br />SIMPSON LTP4 PER <br />SHEAR WALL SCHEDULE <br />SIMPSON A35 <br />PER SHEAR WALL <br />SCHEDULE <br />2X4 FLAT OUTRIGGER <br />@ 24" O.C. <br />2X FASCIA BOARD <br />(2) 16d's <br />2X BLOCKING <br /> @ 24" O.C. <br />E.N <br />B.N <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />1- #4 CONT. <br />(E) SLAB <br />MA <br />T <br />C <br />H <br /> <br />( <br />E <br />) <br />6" <br /> <br />M <br />I <br />N <br />. <br />E.N. <br />10" L. #3 DOWELS @ <br />18" O.C. EMDEB 4" <br />w/ SIMPSON SET-XP <br />ICC ESR 2508 w/ NO <br />SPECIAL INSPECTION <br />ROUGHEN (E) <br />SURFACE AT <br />(N) CURB <br />STUCCO <br />SCREED <br />SHR PANEL <br />PER PLAN <br />6" <br />EM <br />B <br />. <br /> <br />M <br />I <br />N <br />. <br />2x STUDS @ <br />16" O/C MIN. <br />8" <br />MI <br />N <br />2x P.T.D.F. SILL PLATE, <br />5 8"Ø ALL-THREADED ROD, <br />7 8" DRILL BIT @ 16" O.C. w/ SIMP. <br />SET-3G EPOXY, ICC-ESR-4057 <br />TO (E) FOOTING, <br />w/ 3x3x0.229 PLATE WASHER <br />(N)CONCRETE CURB <br />FILL OUT PER ARCH. <br />(N)CONC. CURB AT WALL <br />6" MIN. <br />(E) FOOTING <br />ASSUMED 12" X12" , <br />VERIFY ON FIELD. <br />1 <br />1 <br />NEW FOOTING TO EXISTING FOOTING <br />NEW EXISTING <br />24" <br />EXISTING <br />SLAB & FOOTING <br />(2)#4 BARS @ TOP & BOTT. <br />w/ 6" INTO E. FOOTING <br />w/ SIMPSON SET-3G ESR-4057 <br />NEW SLAB <br />& FOOTING <br />EXISTING <br />FOOTING 12" X12 ", <br />VERIFY ON FIELD <br />6" <br />NEW EXISTING <br />24" <br />EXISTING <br />SLAB & FOOTING. <br />(2)#4 BARS @ TOP & BOTT. <br />w/ 6" INTO E. FOOTING <br />w/ SIMPSON SIMP. SET-3G ESR-40576" <br />NOTE: <br />SIMPSON SET-3G EPOXY ESR-4057 <br />SPECIAL INSPECTION REQUIRED <br />NEW SLAB <br />& FOOTING <br />16 <br />1 <br />02/06/26