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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 />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 />15" 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 />A <br />5 <br />B <br />1 <br />3 <br />2 <br />4 <br />A <br />5 <br />B <br />1 <br />3 <br />2 <br />4 <br />REINF. CONCRETE <br />SLAB-ON-GRADE <br />PER 10/S300 <br />4x <br />8 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />8 <br /> <br />H <br />D <br />R <br />4x <br />8 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x8 HDR <br />1 FIRST FLOOR FRAMING AND FOUNDATION PLAN <br />SCALE: 1/4"=1'-0"2 ROOF FRAMING PLAN <br />SCALE: 1/4"=1'-0" <br />CS16x48" STRAP <br />@48"o.c. <br />2x8 ROOF <br />JOIST @16"o.c. <br />2x8 ROOF <br />JOIST @16"o.c. <br />2x10 CEILING <br />JOIST @16"o.c. <br />NEW CALIFORNIA FRAMING PER DETAIL 5/S401 <br />2x <br />1 <br />0 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />O <br />A <br />R <br />D <br />2x ROOF JOIST ALIGN @ <br />SHEAR WALL BELOW, TYP. <br />ROOF SHEATHING PER LEGEND <br />REINF. CONCRETE <br />SLAB-ON-GRADE <br />PER 10/S300 <br />6 17.0' <br />6 17.0' <br />6 12.5' <br />6 <br />1 <br />5 <br />. <br />7 <br />5 <br />' <br />6 <br />1 <br />4 <br />. <br />7 <br />5 <br />' <br />6 <br />1 <br />2 <br />. <br />7 <br />5 <br />' <br />6 <br />1 <br />6 <br />. <br />0 <br />' <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 />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 />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 />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 />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 />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 />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />HDU5HDU5 <br />HDU5HDU5 <br />HDU5HDU5 <br />HDU5 <br />HDU5 <br />HDU5 <br />HDU5 <br />HDU5 <br />HDU5 <br />HDU5 <br />CONCRETE FOOTING, <br />SEE LEGEND <br />CONCRETE FOOTING, <br />SEE LEGEND <br />CONCRETE FOOTING, <br />SEE LEGEND <br />2x6 ROOF <br />JOIST @16"o.c. <br />2x6 ROOF <br />JOIST @16"o.c. <br />2x RIDGE BOARD <br />6 12.75'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 />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 />6 12.5' <br />HDU5 HDU5 <br />HDU5 HDU5 <br />11 <br />S300 <br />PROVIDE STRAPS <br />AROUND OPENING PER <br />DETAIL 6/S401, TYP. <br />11 <br />S300 <br />11 <br />S300 <br />11 <br />S300 <br />11 <br />S300 <br />11 <br />S300 <br />12 <br />S300 <br />12 <br />S300 <br />12 <br />S300 <br />1 <br />S401 <br />2 <br />S401 <br />2 <br />S401 <br />2 <br />S401 <br />2 <br />S401 <br />3 <br />S401 <br />3 <br />S401 <br />4 <br />S401 <br />4 <br />S401 <br />4 <br />S401 <br />1 <br />S401 <br />PROVIDE STRAPS <br />AROUND OPENING PER <br />DETAIL 6/S401, TYP. <br />1 <br />2 <br />SHEET NUMBER <br /> A <br />D <br />U <br />25 <br />1 <br />7 <br /> <br />C <br />O <br />T <br />T <br />E <br />R <br /> <br />S <br />T <br />. <br />SA <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 />6 <br />SHEET NUMBER <br />DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED <br />WITHIN THESE DRAWINGS ARE PROPERTIES OF TA STRUCTURAL AND <br />WERE DEVELOPED FOR USE IN CONNECTION WITH EACH INDIVIDUAL <br />PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE USED, <br />DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT WRITTEN <br />CONSENT OF TA 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 />JULY 2024PERMIT SUBMITTAL <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 />ENNARTENAUD <br />OCTOBER 2024PLAN CHECK <br />JANUARY 2025OWNER REQUESTED FIELD REV 1 2 <br />1 <br />S200 <br />FRAMING PLANS <br />Lan Pham, RGE 686, exp. 3-31-2027 <br />4-02-2025 <br />2515 & 2517 N <br />Cotter St5/1/2025