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+/- 44' - 6" <br />+/- 63' - 0" <br />45' - 11 1/2" <br />6' - 2"6' - 2" <br />24' -0" <br />(E) WALL FTG <br />TYP <br />(E) WF COL <br />TO REMAIN <br />DENOTES <br />NEW HARDY-FRAME <br />SHEARWALLS <br />IN NEW FRAMED WOOD WALL <br />TYP 6 PLACES <br />DENOTES <br />NEW HARDY-FRAME <br />SHEARWALLS <br />IN NEW FRAMED WOOD WALL <br />TYP 5 PLACES <br />DENOTES <br />NEW HARDY-FRAME <br />SHEARWALLS <br />IN NEW FRAMED WOOD WALL <br />TYP 8 PLACES <br />(E) 4" THK SLAB ON GRADE <br />TYP <br />EXISTING EXISTING <br />EXISTING <br />(E) 4X4 POST <br />TO REMAIN <br />TYP <br />3 <br />S-2.1 <br />3 <br />S-2.1 <br />3 <br />S-2.1 <br />HSS3X3X1/4 <br />(E) Pip <br />e <br />3 <br />STD <br />UNDER PINNED FOOTING <br />TYP. AT NEW HARDY FRAMES <br />9" <br />TYP. <br />1' - 0" <br />1' - 6" <br />PROVIDE BASE <br />PLATE AND <br />EXPOXY ANCHORS <br />TO (E) FOOTING <br />PER <br />DET. <br />5 <br />S-2.1 <br />A.B. <br />PER HARDY FRAME <br />HARDY FRAME <br />HFX PANEL <br />PER PLAN <br />(E) PTDF SILL PL <br />(E) SLAB ON GRADE <br />(REMOVE & REPLACE TO INSTALL <br />UNDER PINNED FOOTING) <br />SEE <br />DET <br />DO NOT DAMAGE (E) REINF <br />UNDER PINNED FTG <br />@ HARDY FRAME PANEL <br />(E) CONC FTG <br /> 36" <br />18 <br />" <br /> <br />T <br />H <br />K <br />CL <br />R <br />. <br />3" <br />#5 @ 8" O.C. <br />(3) #5 CONT. <br />DRILL THRU (E) FOOTING <br />TO INSTALL A.B. <br />(DO NOT DAMAGE (E) REINF) <br />7 <br />S-1.1 <br />(5)-#5 VERT <br />#4 SPIRAL <br />@ 2 1/2" PITCH <br />1/4" THK <br />SQUARE PLATE <br />FINISH <br />PER PLAN <br />COL PER PLAN <br />6" <br /> <br />M <br />A <br />X <br />3" <br /> <br />M <br />I <br />N <br />Ø PER <br />PLAN <br />3" <br />CL <br />R <br />1/2" TYP <br />DE <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />3" CLR <br />12 <br />" <br /> <br />M <br />I <br />N <br />18 <br />" <br /> <br />M <br />A <br />X <br />SPIRAL <br />TO <br />P <br /> <br />1 <br />2 <br />" <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />H <br />A <br />V <br />E <br /> <br />S <br />P <br />I <br />R <br />A <br />L <br /> <br />W/ <br /> <br />2 <br /> <br />1 <br />/ <br />2 <br />" <br /> <br />P <br />I <br />T <br />C <br />H <br />(3)-TURNS <br />@ EA END <br />A A <br />3/16 <br />SECTION A-A <br />HSS4X4X1/4 <br />TYP. (8) PLACES <br />W/ 24" DIA POLE <br />FOOTING <br />(8FT DEEP) <br />PER <br />DET <br />4 <br />S-2.1 <br />9"X9"X3/4" THK PL <br />(E) SLAB ON GRADE <br />(REMOVE & REPLACE TO INSTALL <br />UNDER PINNED FOOTING) <br />SEE <br />DET <br />DO NOT DAMAGE (E) REINF <br />UNDER PINNED FTG <br />@ HARDY FRAME PANEL <br />(E) CONC FTG <br /> 36" <br />18 <br />" <br /> <br />T <br />H <br />K <br />CL <br />R <br />. <br />3" <br />#5 @ 8" O.C. <br />(3) #5 CONT. <br />DRILL THRU (E) FOOTING <br />TO INSTALL A.B. <br />(DO NOT DAMAGE (E) REINF) <br />(4)-3/4" DIA ANCHOR BOLT <br />W/ SIMPSON EPOXY SET-XP <br />PER ICC ESR-2508 <br />12" EMBED INTO EXISITING <br />CONCRETE <br />7 <br />S-1.1 <br />E N G I N E E R S I N CV C A <br />2151 Michelson Dr. #240 <br />Irvine, CA 92612 <br />Tel. 949.679.0870 <br />Fax. 949.679.9370 <br />Project No.: J804 <br />C I V I LQuality <br />Service <br />Commitment <br />S T R U C T U R A L DBEMBE SBE <br />SCALE: <br />REVISIONS: <br />OW <br />N <br />E <br />R <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />CL <br />I <br />E <br />N <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />DATE ISSUED: <br />PROJECT NO: <br />As indicated <br />Issue Date <br />S-2.1 <br />FOUNDATION <br />PLAN <br />CI <br />T <br />Y <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />DE <br />L <br />H <br />I <br /> <br />C <br />O <br />M <br />M <br />U <br />N <br />I <br />T <br />Y <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br />RE <br />N <br />O <br />V <br />A <br />T <br />I <br />O <br />N <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 />CI <br />T <br />Y <br />, <br /> <br />S <br />T <br />A <br />T <br />E <br /> <br />Z <br />I <br />P <br /> <br />C <br />O <br />D <br />E <br />S-2.1 SCALE: 1/4" = 1'-0" <br />FOUNDATION PLAN1 <br />S-2.1 SCALE: 3/4" = 1'-0" <br />REF DET:1 S-2.1 <br />TYPICAL INTERIOR FOOTING3 <br />NORTH <br />S-2.1 SCALE: 3/4" = 1'-0" <br />REF DET:2 S-2.1 <br />POLE FTG @ TRELLIS STRUCTURE4 <br />S-2.1 SCALE: 1/4" = 1'-0" <br />TRELLIS FOUNDATION PLAN2 <br />NORTH <br />DESCRIPTION DATE <br />S-2.1 SCALE: 3/4" = 1'-0" <br />REF DET:1 S-2.1 <br />TYPICAL INTERIOR FOOTING5 <br />7/08/24