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LEGEND <br />"#" DENOTES SHEAR WALL TYPE & EDGE <br />NAIL SPACING AND "**.*"" DENOTES <br />MINIMUM SHEAR WALL LENGTH. SEE <br />SHEET 9/S300 FOR SHEAR WALL <br />SCHEDULE. SEE DETAIL 4/S400 FOR <br />SHEAR WALL FRAMING AND TYP. <br />PENETRATIONS IN SHEAR WALL <br />"####" DENOTES SHEAR WALL HOLDOWN <br />TYPE. SEE TYPICAL DETAIL 8/S300 FOR <br />INFO AND MIN. END POST SIZE <br />#### <br />(E) WALL ABOVE FRAMING PLAN <br />WALL BELOW FRAMING PLAN <br />#**.*' <br />DENOTES SIMPSON HANGER PER <br />SCHEDULE 7/S400, U.O.N. <br />DENOTES SIMPSON CONCEALED <br />FLANGE HANGER PER SCHEDULE 7/S400, <br />U.O.N. <br />SEE HEADER SCHEDULE ON 11/S400 FOR <br />HEADER SIZES, UNLESS NOTED ON <br />PLAN. <br />12" WIDE x 24" CONCRETE FOOTING, <br />U.O.N. <br />ROOF SHEATHING:1 2" APA RATED <br />SHEATHING NAILED w/10d @6"o.c. AT EDGE <br />AND 10d @12"o.c. AT FIELD (NO BLKG <br />REQ'D), SEE 4/S400. <br />SEE DETAIL 8/S300 FOR SHEAR WALL <br />POST SIZE <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />NOTE: CONTRACTOR TO VERIFY ALL EXISTING FRAMING. NOTIFY <br />ENGINEER-OF-RECORD- IF EXISTING FRAMING CONDITIONS IN THE FIELD ARE <br />DIFFERENT THAN SHOWN ON PLAN <br />(N) WALL ABOVE FRAMING PLAN <br />1 FIRST FLOOR FRAMING AND FOUNDATION PLAN <br />SCALE: 1/4"=1'-0" <br />D <br />3 <br />1 <br />A CB <br />2 <br />24" SQ. x 24" DEEP <br />CONC. FTG, TYP. <br />6x6 <br />P <br />O <br />S <br />T <br />6x6 <br />P <br />O <br />S <br />T <br />4x4 <br />P <br />O <br />S <br />T <br />(E) CONCRETE FOOTING, <br />V.I.F. <br />PROVIDE (2) #4x16" EPOXY REBAR w/ 4" <br />MIN. EMBED INTO (E) FTG TOP & BOT, TYP. <br />(E <br />) <br /> <br />S <br />W <br />6 <br />(E) REINF. CONCRETE <br />SLAB-ON-GRADE <br />(E) REINF. CONCRETE <br />SLAB-ON-GRADE <br />(E) SW6 (E) SW6 <br />(E) SW6(E) SW6 <br />(E) SW6(E) SW6 <br />(E <br />) <br /> <br />S <br />W <br />6 <br />(E <br />) <br /> <br />S <br />W <br />6 <br />(E <br />) <br /> <br />S <br />W <br />6 <br />6 <br />16 <br />. <br />0 <br />' <br />HDU2 <br />HDU2 <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />24" SQ. x 24" DEEP <br />CONC. FTG, TYP. <br />11 <br />S300 <br />11 <br />S300 <br />3 <br />S301 <br />3 <br />S301 <br />2 <br />S301 <br />REINF. CONCRETE <br />SLAB-ON-GRADE <br />PER 1/S301 <br />4 <br />S301 TYP. <br />CONCRETE FOOTING, <br />SEE LEGEND <br />SHEET NUMBER <br />RE <br />M <br />O <br />D <br />E <br />L <br />56 <br />0 <br />3 <br /> <br />H <br />I <br />G <br />H <br />L <br />A <br />N <br />D <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />SHEET NUMBER <br />DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED <br />WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA STRUCTURAL <br />AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH <br />INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE <br />USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT <br />WRITTEN CONSENT OF DELLA STRUCTURAL. <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />SHEET TITLE <br />DATEPROJECT STATUS <br />ENGINEER OF RECORD <br />DECEMBER 2025PERMIT SUBMITTAL <br />MARCH 2025PLAN CHECK 1 <br />L <br />RO <br />Exp. 06-30-26 <br />S <br />IVISTTACEOF IFAL <br />IG <br />RE <br />C L <br />No. 91229 <br />REET <br />D SPRFOE AOINS <br />IG <br />NAI <br />ER <br />EN <br />ENNARTALLED <br />de <br />l <br />l <br />a <br />@ <br />d <br />e <br />l <br />l <br />a <br />i <br />n <br />c <br />o <br />r <br />p <br />o <br />r <br />a <br />t <br />e <br />d <br />. <br />c <br />o <br />m <br />51 <br />0 <br />. <br />3 <br />2 <br />2 <br />. <br />0 <br />7 <br />3 <br />5 <br />S200 <br />FRAMING PLANS