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DATE:11/14/2024 <br />JOB NO: MLB24-1210 <br />DESIGNED BY: HK <br />CHECKED BY: GB <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />DA <br />T <br />E <br />RE <br />V <br />BY <br />1 3 4 5 <br />- <br />2 <br />- <br />- <br />MLB CONSULTING AND <br />ENGINEERING, INC <br />7918 FOOTHILL BLVD <br />SUNLAND, CA 91040 <br />(818) 521-6342 <br />INFO@MLBENGINEERING.ORG <br />4703 W McFadden <br />Ave Santa Ana, CA <br />92704 <br />HOLDOWN @ INTERIOR FOUNDATION <br />SHEAR TRANSFER @ EXTERIOR FOUNDATION HOLDOWN @ EXTERIOR FOUNDATION <br />GIRDER POST <br />6"MIN 18 <br />" <br /> <br />M <br />I <br />N <br />. <br />PER HOLDOWN SCHEDULE <br />NOTE: <br />FOOTING DETAILS NOT IDENTIFIED. SEE <br />DETAIL 2 THIS SHEET FOR FOOTING <br />DETAILS. <br />EM <br />B <br />E <br />D <br />. <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />NOTE: (TABLE BELOW) <br />1-LOAD AND RESISTANCE FACTOR DESIGN. <br />2-MINIMUM END DISTANCE SHALL BE 5". <br />5-POST MAXIMUM HEIGHT OF 10.0 ft. <br />PER PLAN <br />PER PLAN <br />18 <br />" <br />3" <br /> <br />C <br />O <br />V <br />E <br />R <br />(T <br />Y <br />P <br />. <br />) <br />6" <br />MI <br />N <br />24 <br />" <br />PER PLAN <br />1' <br />- <br />6 <br />" <br />6" MIN <br />NOTE: <br />FOOTING DETAILS NOT <br />IDENTIFIED. SEE DETAIL 5 <br />THIS SHEET FOR FOOTING <br />DETAILS. <br />NOTE: (TABLE BELOW) <br />1-LOAD AND RESISTANCE FACTOR <br />DESIGN. <br />2-MINIMUM END DISTANCE SHALL BE <br />5". <br />5-POST MAXIMUM HEIGHT OF 10.0 ft. <br />EM <br />B <br />E <br />D <br />. <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />1' <br />3" <br />M <br />I <br />N <br />. <br />CO <br />V <br />E <br />R <br />6"MIN <br />. <br />1' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />I <br />N <br />T <br />O <br />AP <br />P <br />R <br />O <br />V <br />E <br />D <br /> <br />S <br />O <br />I <br />L <br />PER PLAN <br />E.N. <br />F.N.F.N. <br />E.N. <br />E.N. <br />F.N. <br />F.N.F.N. <br />S-0.31 <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />1 2 4 <br />TYP. STAIRS ON GRADE <br />5 6 7 <br />-8 9 <br />PER PLAN <br />24 <br />" <br />3" <br /> <br />C <br />O <br />V <br />E <br />R <br />(T <br />Y <br />P <br />. <br />) <br />2" <br /> <br />M <br />I <br />N <br />PER PLAN <br />3" <br /> <br />C <br />O <br />V <br />E <br />R <br />(T <br />Y <br />P <br />. <br />) <br />6" <br />MI <br />N <br />18 <br />" <br /> <br />M <br />I <br />N <br />INTERIOR PAD FOOTING <br />24 <br />" <br /> <br />M <br />I <br />N <br /> <br />I <br />N <br />T <br />O <br />AP <br />P <br />R <br />O <br />V <br />E <br />D <br /> <br />S <br />O <br />I <br />L <br />24 <br />" <br /> <br />M <br />I <br />N <br /> <br />I <br />N <br />T <br />O <br />AP <br />P <br />R <br />O <br />V <br />E <br />D <br /> <br />S <br />O <br />I <br />L <br />E.N. E.N.F.N.F.N. <br />SCALE:1"=1'-0"SCALE:1"=1'-0"SCALE:1"=1'-0" <br />SCALE:1"=1'-0"SCALE:1"=1'-0"SCALE:1"=1'-0" <br />SCALE:1"=1'-0"SCALE:1"=1'-0" <br />#4 NOSING BAR <br />(1-1/2" COVER TYP.) <br />#4 @ 16" O.C. <br />EA. WAY <br />(2) -#4 BOT. BARS <br />POST PER PLAN <br />L.C.B. COLUMN BASE <br />HARDSCAPE PER ARCH <br />REINF. PER PLAN <br />SEE S-1 SHEET <br />SDS LAG / NAILING PER <br />SHEAR WALL SCHED. <br />PLYWOOD SHEATHING <br />PER PLAN <br />SIMPSON A35 <br />PER S.W. SCHED <br />JOIST PER PLAN <br />(2) -#4 TOP BARS <br />ANCHOR BOLT <br />PER S.W. SCHED. <br />SHEAR WALL <br />PER PLAN <br />2x BLKING <br />#4 @ 24" O.C. <br />(2) -#4 BOT. BARS <br />SSTB ANCHOR BOLT PER <br />SCHED. <br />COUPLER AS NECESSARY <br />FULL WIDTH <br />BLKING @ H.D. <br />HOLDOWN PER PLAN <br />PLYWOOD SHEATHING <br />PER PLAN <br />3x P.T. SILL <br />SSTB ANCHOR BOLT PER <br />SCHED. <br />COUPLER AS NECESSARY <br />FULL WIDTH <br />BLKING @ H.D. <br />HOLDOWN PER PLAN <br />PLYWOOD SHEATHING <br />PER PLAN <br />GIRDER PER PLAN <br />PC CAP <br />P.T. 4x4 POST <br />LCB COLUMN BASE <br />JOIST PER PLAN <br />2x BLKING <br />A35 @ 32" O.C. <br />PLYWOOD SHEATHING <br />PER PLAN <br />(3) -#4 BARS EA. WAY <br />ADD JOIST OR BLKING <br />@ POST PENETRATION <br />ON 4 SIDES (TYP.)PLYWOOD <br />SHEATHING PER <br />PLAN <br />JOIST PER PLAN <br />P.T. 4x4 POST <br />SIMPSON CB-COLUMN BASE <br />REINF. PER PLAN <br />2x JOIST BLKING <br />@ 48" O.C. <br />3 SCALE:1"=1'-0" <br />NEW FOOTING CONNECTION TO EXISTING <br /> RAISED FOUNDATION <br />THREADED ROD PER SCHED. <br />5" MIN. EMBEMENT SIMPSON SET-3G EPOXY <br />DEPUTY INSPECTION REQ'D. <br />2x BLKG. W/ SHEAR CLIPS <br />PER SCHED. 3/S0.2 <br />(E) SILL - EPOXY SILL BOLTS <br />PER SCHED. 3/S0.2 <br />JOISTS PER PLAN <br />(E) SHEATHING <br />SILL PLATE & LAGS PER <br />SCHED. 3/S0.2 <br />SHEAR WALL PER PLAN <br />MIN. <br />EDGE DIST. <br />PER SCHED. <br />B.N. <br />(E) STEM WALL <br />FOOTING <br />6" MIN <br />VERIFY <br />12" MIN <br />VERIFY IN FIELD <br />B.N. <br />THREADED ROD PER SCHED. <br />EMBEDMENT PER SCHED. <br />SIMPSON SET-3G EPOXY <br />VERIFY STEM WALL WIDTH <br />DEPUTY INSPECTION REQ'D. <br />(SEE SCHEDULE) <br />FULL WIDTH <br />BLOCKING <br />(E) SILL <br />JOISTS PER PLAN <br />(E) SHEATHING <br />SILL PLATE <br />HD PER PLAN <br />2 3 <br />4" MIN <br />6" MIN <br />VERIFY <br />EM <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br />NOTE: (ON TABLE BELOW) <br />1-LOAD AND RESISTANCE FACTOR DESIGN. <br />4-OVERALL CONCRETE FOOTING DEPTH <br />SHALL BE 5D DEEPER THAN ANCHOR <br />EMBEDMENT. <br />5-POST MAXIMUM HEIGHT OF 10.0 ft. <br />18 <br />" <br /> <br />M <br />I <br />N <br />12 <br />" <br /> <br />M <br />I <br />N <br />POST PER PLAN <br />8" <br />12" <br />EX FOOTING <br />NEW FOOTING <br />REBAR DOWELS TO <br />MATCH # AND SIZE <br />OF NEW FOOTING <br />SIMPSON SET-3G <br />ESR 4057 <br />3" <br /> <br />M <br />I <br />N <br />THREADED ROD <br />PER SCHED. <br />5" MIN. EMBEMENT <br />SIMPSON SET-3G <br />EPOXY <br />DEPUTY <br />INSPECTION <br />REQ'D. <br />2x BLKG. W/ SHEAR CLIPS <br />PER SCHED. 3/S0.2 <br />(E) SILL - EPOXY SILL <br />BOLTS PER SCHED. <br />3/S0.2 <br />JOISTS PER PLAN <br />(E) SHEATHING <br />1.75" <br />B.N. <br />(E) FOOTING <br />6" MIN <br />VERIFY <br />12" MIN <br />VERIFY IN FIELD <br />18 <br />" <br /> <br />M <br />I <br />N <br />B.N. <br />RAISED AT EX FOOTING <br />24 <br />" <br /> <br />I <br />N <br />T <br />O <br /> <br />A <br />P <br />P <br />R <br />O <br />V <br />. <br />SO <br />I <br />L <br />PER PLAN <br />1' <br />- <br />6 <br />" <br />6" MIN <br />3" <br /> <br />C <br />L <br />R <br />E.N.F.N.F.N. <br />SDS LAG / NAILING PER <br />SHEAR WALL SCHED. <br />PLYWOOD SHEATHING <br />PER PLAN <br />2x JOIST BLKING <br />@ 48" O.C. <br />JOIST PER <br />PLAN <br />3x P.T. SILL W/ ANCHOR <br />BOLT PER S.W. SCHED. <br />#4 @ 24" O.C. <br />FOOTING PER PLAN <br />(2) -#4 BOT. BARS <br />10 SCALE:1"=1'-0" <br />SHEAR TRANSFER @ INTERIOR FOUNDATION <br />11 SCALE:1"=1'-0"12 SCALE:1"=1'-0" <br /> PAD FOOTING