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PDC <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 /> <br />2 <br />2 <br />0 <br />1 <br /> <br />W <br /> <br />7 <br />t <br />h <br /> <br />S <br />t <br />r <br />e <br />e <br />t <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 /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />. <br />SHEET NO.: <br />DRAW BY: <br />DUY NGUYEN <br />PLOTE DATE: <br />JOB NO.: 24058 <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 />07/15/2024 <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 />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />WALL FOOTING DETAIL, TYP.(W/ NEW FOOTING) <br />8" <br /> <br />M <br />I <br />N <br />JOIST I TO STEM WALL <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />2x BLOCKING <br />w/ A35 @ 16" O.C. <br />TO SILL PLATE <br />15" <br />8" <br />8" <br />2-#5 @ TOP & <br />2-#5 @ BOTT. <br />2x STUDS <br />2x6 F.J <br />PLYWOOD SHEATHING <br />TYP. 2x P.T SILL PLATE w/ 1/2"Øx7" MIN <br />EMBED. A.B @ 4'-0" O.C. OR 24" O.C. <br />FOR SHEAR WALLS <br />w/ 3" SQ.x0.229" PLATE WHASHERS <br />15 <br />" <br /> <br />M <br />I <br />N <br />. <br />3" <br />CL <br />E <br />A <br />R <br />B.N. <br />E.N. <br />SHEARWALL <br />WHERE' OCCURE <br />SCREED @ STUCCO FINISH <br />WALL FOOTING DETAIL, TYP.(W/ NEW FOOTING) <br />JOIST // TO STEM WALL <br />8" <br />15" <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />2x BLOCKING <br />@ 32" OC <br />2#5 @ TOP & <br />2 #5 @ BOTT. <br />2x6 F.J <br />TYP. 2x P.T SILL PLATE w/ 1/2"Øx7" MIN <br />EMBED. A.B @ 4'-0" O.C., <br />OR 24" O.C. FOR SHEAR WALLS <br />w/ 3" SQ x 0.229" PLATE WASHERS <br /> PLYWOOD SHEATHING <br />8" <br /> <br />M <br />I <br />N <br />12 <br />" <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />3" <br />CL <br />E <br />A <br />R <br />2x BLOCKING <br />w/ A35 @ 16" O.C. <br />TO SILL PLATE <br />2x STUDS <br />B.N. <br />E.N. <br />SHEARWALL <br />WHERE' OCCURE <br />SCREED @ STUCCO FINISH <br />IN SHEAR WALL SCHEDULE <br />w/ STANDARD WASHER <br />UNLESS NOTED OTHERWISE <br />10" MINIMUM EMBEDMENT <br />PLAN <br />MASONRY BLOCK <br />FOUNDATION <br />REINFORCING NOT <br />SHOWN FOR CLARITY <br />PER PLAN <br />2x STUDS <br />BEARING ON CONCRETE OR <br />PRESSURE TREAT ALL SILLS <br />9" <br /> <br />M <br />A <br />X <br />. <br />6" <br /> <br />M <br />I <br />N <br />. <br />NOTE: <br />SILL PL <br />5/8"Ø ANCHOR BOLT <br />@ 4'-0"o.c. MAXIMUM <br />6" MIN. <br />9" MAX.9" MAX. <br />6" MIN. <br />w/(4)16d <br />2x PL <br />END NAILS <br />(2)16d <br />TYPICAL <br />w/(2)16d <br />2x BLOCKING <br />THAN 1/3 WIDTH OF SILL PL. <br />NOTCH OR HOLE IS MORE <br />NOTCH OR HOLE WHERE <br />w/(4)16d EACH SIDE OF <br />PROVIDE 1 1/2"x 1/8" STRAP <br />9" MAX. <br />6" MIN. <br />5" <br />MAX.MAX. <br />5" <br />PROVIDE HOT DIPPED <br />GALVANIZED ANCHOR <br />BOLTS AND PLATE <br />WASHERS PER PROJECT <br />SPECIFICATIONS <br />TYPICAL SILL PLATE AT FOUNDATION DETAIL <br />TYP. 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% 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" M <br />I <br />N <br />. <br /> <br />O <br />R <br />4" M <br />I <br />N <br />. <br /> <br />O <br />R <br />6(d) <br />POST BASE DETAIL <br /> OF COLUMN BASE. <br />12" 12" THRU STIRRUP <br />#3 MIN. "V" BAR BENT <br />CB/LCB/CBSQ PER PLAN. <br />SIMPSON COLUMN BASE <br /> WHERE OCCURS. <br />1" <br />CL <br />R <br />TOP OF CONCRETE SLAB <br />CLR3" <br />3" <br />8" <br /> <br />M <br />I <br />N <br />. <br />4" <br />3" BATTER <br />SEE PLANS <br />PAD FOOTING <br /> PER PLAN. <br />POST PER PLAN. <br />GIRDER BEAM WHERE OCCUR <br />SIMPSON HANGERPER PLAN <br />RETROFIT FOR SHEAR WALL <br />NOTE: <br />EXISTING WALL TO BE <br />USED FOR SHEAR WALL <br />REQUIRED SILL PLATE <br />ANCHOR BOLTS PER SHEAR <br />WALL SCHEDULE <br />SPECIAL INSPECTION <br />REQUIRED <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 />INJECTION EPOXY <br />REFER NOTES FOR <br /> LENGHT EMBEDMENT. <br />5 8"Ø ALL-THREADED ROD, <br />7 8" DRILL BIT w/ SIMP. <br />SET-XP EPOXY, ICC-ESR-2508 <br />w/ 3x3x0.229 PLATE WASHER <br />EXISTING F.J <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />HDU2/HDU4 <br />HOLDDOWN <br />w/ SDS2.5 SCREWS <br />NOTE: <br />SIMPSON SET-XP EPOXY <br />ESR-2508 SPECIAL INSPECTION REQUIRED <br />(ALT.SIMPSON SET-3G ESR-4057 <br />SPECIAL INSPECTION REQUIRED) <br />SIMP. CNW 5/8 <br />2" MIN. <br />6" MIN <br />FOOTING <br />DRILL 5 8"Ø HOLE FOR <br />5 8"Ø X 9" EMBED. <br />ALL-THREADED ROD <br />w/ SIMPSON "SET" EPOXY <br />(ALT.SIMPSON SET-3G) <br />w/ SPACING PER SHEARWALL SCHEDULE <br />EXISTING STEM <br />CNW 5/8 <br />Simpson Strong-Tie <br />DRILL 5 8"Ø HOLE FOR <br />5 8"DIA. WITH 16" MIN. EMBEDMENT <br />ALL-THREADED ROD <br />w/ SIMPSON "SET" EPOXY <br />INTO EXIST. FOOTING <br />HOLDOWN DETAIL INTO CONC. <br />4X OR 2-2X BLKG. <br />BELOW POST. <br />FLOOR JOIST2X BLOCKING <br />OR 2X MEMBER <br />PLYWOOD SHEATHING <br />2X STUDS @ 16" O.C. <br />2X STUDS @ 16" O.C. <br />NONE BEARING WALL TO FLOOR JOIST <br />FLOOR JOIST. <br />PLYWOOD SHEATHING <br />2X4 FLAT BLOCKING <br />@ 16" O.C. <br />SILL PLATE <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 STRAPOVERALL 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 />2X6 FLAT W/ <br />2-16d TO EA. <br />ROOF TRUSS/RAFTER <br />RUN LOWER ROOFSHEATHING <br />TO SUPPORTING WALL/BEAM <br />AND PROVIDE SHEAR TRANSFER <br />AT THAT LOCATION <br />2X4 RR @ CALIFORNIA FRAMING <br />MAX. SPAN = 8' U.N.O. <br />MAIN ROOF FRAMING <br />RAFTER OR ROOF TRUSS <br />ROOF RAFTER <br />ROOF SHEATHING <br />B.N. <br />ROOF RAFTER W/ HANGERS <br />TO RIDGE <br />ROOF SHEATHING <br />2X6 RIDGE @ <br />2X4 RAFTERS <br />@ CALIFORNIA FRAMING <br />B.N.B.N. <br />ROOF BRACE WHERE REQ'D <br />TO LIMIT SPANON 2X4 R.R. TO <br />8'-0" MAX. U.N.O. <br />(2)16d TOENAIL RR TO RR. <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 FLUSH BEAM PERPENDICULAR <br />TO WALL DETAIL <br />BEAM PER PLAN <br />POST OR DOUBLE STUDS(PROVIDE 16d @ 12"o.c.AT DOUBLE STUDS) <br />(2)2x TOP ~PS <br />PLYWOOD SHEATHINGPER PLAN <br />EACH SIDE FOR BEAMS9~4" DEEP AND LARGER <br />PROVIDE SIMPSON A35 <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 />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 PLATE2X 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 SIMPSON H2.5A @ 48" O.C. U.N.O. <br />GABLE END WALL <br />2x STUDS <br />BALLOON FRAME <br />16d NAILS @ 8" OC <br />AFTER ROOF IS <br />LOADED <br />2x BLOCKING <br />D.F #2 FLAT LOOKOUTS <br />2x4 @ 24" OC OR 2x6 @ 32" <br />OC. TAKE BACK TO 2ND <br />RAFTER (MAX 18" TOTAL <br />OVEHANG). SOLID SHIM <br />UNDER EA. LOOKOUT <br />HOLD TOP OF WALL <br />DOWN 3 4" + FROM TOP <br />OF UNLOADED RAFTERE.N <br />#FULL HEIGHT <br />SEE PLAN <br />E.N <br />(2)-16d <br />@ EA. <br />END OF <br />LOOKOUT <br />ROOF <br />SHEATHING <br />E.N A35F MAY BE OMITTED <br />WHERE SHEAR WALL <br />MATERIAL APPED +4" <br />OVER RIM. PROVIDE A35F <br />@ NON-SHEAR SEQUENTS <br />E.N <br />E.N <br />SIMP. A35F @ 48" OC <br />DTL 16d 'S A35'S <br />A 8" OC 32" OC <br />B 6" OC 24" OC <br />C 4" OC 16" OC <br />D 3" OC 12" OC <br />NOTCH JOIST <br />FOR LOOKOUTS <br />POST SEE PLAN <br />BEAM PER. PLAN <br />BEAM PER. PLAN <br />SIMPSON HUC <br />CONNECTION DETAIL <br />(N) BEAM SEE PLAN <br />BOUNDARY NAILING <br />(E) CEILING JOIST <br />SEE PLAN <br />PLYWOOD SHEATHING <br />EACH SIDE <br />SIMPSON LUS HANGER <br />TYPICAL JOIST TO FLUSH <br />BEAM CONNECTION DETAIL <br />TO BE REMAINED <br />VERIFY ON FIELD. <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18HOLDOWN DETAIL <br />APLICATION OF MTS & HTS <br />APPLICATION <br />OF CS16's <br />5 5/16" <br />(2) HTS20B(2) CS16 ON 2-2X4 2090# <br />4200#(3) CS16 ON 4X6C (4) HTS20 <br />NAILS FOR HTS20 USE 8d SINKER NAILS FOR CS16's. <br />- CUT CS STRAP TO MEET MIN. END LENGTH & USE MIN. <br />- PROVIDE 1 1/2" SPACING BTWN ROWS OF <br />NAILS @ MULTIPLE CS STRAPS. <br />CAPACITY <br />1650# <br />- USE 10d SINKER FOR MTS12 USE 10d COMMON <br />(1) CS16 ON 2X4 <br />STRAP TYPE <br />A <br />ALT. <br />(2) MTS12 <br />(16) 8d's @ EACH END OF EACH STRAP. <br />FOR (2) MTS12 USE (2) ST12,FOR (2) HTS20 USE (2) ST2122 <br />NOTES: <br />AND FOR (4) HTS20 USE <br />(2) ST6224. <br />- REFER TO 17/SN2 FOR CS16 NAILING PATTERN. <br />FLUSH BM/HDR PER PLAN. <br />USE DETAIL 5/SD2 FOR <br />CONNECTION OF BM/HDR TO <br />POST (U.N.O.). <br />STRAP TYPE, SEE TABLE. <br />DBL. TOP PLATE OR <br />DROP BM. PER PLAN. <br />MULTI STUD <br />2X STUD <br />MIN. 4X8 <br />SOLID BLOCKING. <br /> OR POST. <br /> W/16 d's @ 6" O.C. <br />FLUSH BM/HDR <br />PER PLAN. <br />MULTI STUD <br /> OR POST. <br />EN <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br /> <br />= <br /> <br />1 <br />8 <br />" <br />END LENGTH = 18" <br />19 <br />NEW PAD AT (E) FOOTING <br />SEE PLANS MIN. 24" SQ. <br />3" <br />CL <br />R <br />FLOOR SHEATHING <br />(E) FLOOR JOIST. <br />EXISTING WALL. <br />EXISTING FOOTING. <br />(4) #4 DOWELS MIN 4" <br />EMBEDMENT TO (E) <br />CONCRETE FOOTING. W/ <br />SIMPSON SET-XP EPOXY, <br />ESR #2508. PERIODIC SPECIAL <br />INSPECTION IS REQ'D. <br />2201 W Seventh St <br />12/9/2024