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SHEAR PANEL LENGTH AND NUMBER. <br />SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. <br />X <br />SDX <br />DETAIL NUMBER DETAIL SHEET NUMBER <br />CALIFORNIA FRAMING <br />BEAM NUMBER, REFER TO CALCULATIONS. <br />LEGEND: <br />X <br />FRAMING NOTES: <br />6X6 INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. <br />BEARING WALLS, SEE PLAN. <br />INDICATES ROOF RAFTER, SEE JOISTS TABLE <br />xx <br />x'-x" <br />XX <br />POST SIZE, SEE POST SCHEDULE. <br />INDICATES CEILING JOISTS, SEE JOISTS TABLE <br />1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR <br />MORE INFORMATION. <br />3. HANGERS FOR FLUSH FRAMED MEMBERS SHALL BE SIMPSON STRONG-TIE <br />AS FOLLOWS U.N.O.: <br />2. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST <br />BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT <br />PLATES. <br />CS16 <br />(2)CS16 <br />19 <br />20 <br />3' - 6" <br />3' - 6" <br />8d BOX/SINKER @ 4-1/8" O.C. <br />8d BOX/SINKER @ 4-1/8" O.C. <br />7/SD3 <br />- 2x4's @ 16" o.c. maximum 14'-0" height <br />- 2x6's @ 16" o.c. maximum 20'-0" height <br />5. BUILDING CODE 2308.9.1 BALLOON FRAMED WALLS (NON-BEARING) STUD <br />HEIGHTS: <br />6. BEARING STUD HEIGHTS: <br />- 2x4's @ 16" o.c. maximum 10'-0" height <br />- 2x6's @ 16" o.c. maximum 16'-0" height <br />4. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN <br />BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE <br />APPLIED @ EACH END OF HEADER. <br />CLEAR SPAN, L <br /> L ≤ 6'-0"6'-0" < L ≤ 10'-0" L ≥ 10'-0" <br />2 x 4 2-2 x 4 2-2X4 U.N.O. PER PLAN <br />CONSTRUCTION KEY NOTES: <br />7. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER <br />DETAIL 16/SD2. <br />ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) <br />AND PROVIDE SOLID BLOCKING BETWEEN FLOOR <br />PROVIDE SOLID BLOCKING UNDER GIRDER / BEAM. <br />LINE OF 2X BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER <br />U.N.O. SEE PLAN FOR NUMBER OF BAYS. <br />STRAPS SCHEDULE: <br />XPOST SCHEDULE: <br />POST SIZESYM. <br />24 <br />224 <br />324 <br />26 <br />226 <br />2X4 STUD <br />(2)-2X4 BUNDLED STUD <br />(3)-2X4 BUNDLED STUD <br />2X6 STUD <br />(2)-2X6 BUNDLED STUD <br />326 <br />44 <br />46 <br />66 <br />(3)-2X6 BUNDLED STUD <br />4X4 POST <br />4X6 POST <br />6X6 POST <br />POST SIZESYM. <br />JOISTS TABLE: <br />MARK JOIST SPECIFICATIONS <br />R1 ROOF RAFTER 2 x 8 DFL#2 @ 16" O.C. (W/ PURLIN) <br />C1 CEILING JOIST 2 x 8 DFL#2 @ 16" O.C. <br />MARK STRAP STRAP <br />LENGTH <br />NAILS/ SPACING REFERENCE <br />DETAIL <br />8d BOX/SINKER @ 4-1/8" <br />8d BOX/SINKER @ 4-1/8" <br />16d SINKER @ 4-1/2" <br />CS16 <br />(2)CS16 <br />CMSTC16 <br />5 <br />6 <br />7 <br />3' - 6" <br />3' - 6" <br />3' - 6" <br />9/SD2 <br />CS16 <br />(2)CS16 <br />8 <br />9 <br />3' - 6" <br />3' - 6" <br />8d BOX/SINKER @ 2-1/16" O.C. <br />8d BOX/SINKER @ 2-1/16" O.C. <br />10/SD2 <br />LUS <br />FACE MOUNT TOP FLANGED <br />HANGER TYPEMEMBER <br />2X JOIST <br />4X, 6X, LSL or PSL <br />TJI I-JOIST <br />JB <br />HU W/ MAX.BA <br />IUS ITS <br />X <br />1 <br />2 <br />3 <br />LIVING <br />FAMILY <br />ROOM <br />DINING <br />KITCHEN <br />BEDRM. 2 <br />HALL <br />BEDRM. 1 <br />LIVING <br />FAMILY <br />ROOM <br />DINING <br />KITCHEN <br />BEDRM. 2 <br />HALL <br />BEDRM. 1 <br />UPUP <br />UP UP <br />ENTRY ENTRY <br />LANDING LANDING <br />4 x 6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />4 x 6 <br />4 x 64 x 6 <br />4 x 64 x 10 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />44 <br />224 <br />HU <br />4644 <br />HU <br />44 <br />44 <br />224 <br />44 <br />44 <br />4 x 8 <br />A <br />B <br />1 2 <br />4' <br />- <br />9 <br />" <br />B <br />44 <br />44 <br />4' <br />- <br />0 <br />" <br />B <br />44 <br />5'-0" <br />B <br />44 <br />44 <br />5'-0" <br />B <br />44 <br />44 <br />4' <br />- <br />9 <br />" <br />B <br />44 <br />44 <br />4' <br />- <br />0 <br />" <br />B <br />44 <br />8'-0" <br />A 44 <br />8'-0" <br />A44 <br />6 <br />x <br /> <br />1 <br />0 <br /> <br />C <br />L <br />G <br />2A <br />4 x 10 <br />3 <br />2- <br />2 <br /> <br />x <br /> <br />8 <br /> <br />C <br />L <br />G <br />4 <br />4 x 8 <br />5 <br />4 x 10 CLG <br />6 <br />4 <br />x <br /> <br />6 <br />7 <br />4 x 6 <br />8 <br />7" <br /> <br />x <br /> <br />9 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />P <br />S <br />L <br /> <br />C <br />L <br />G <br />2 <br />TR <br />224 <br />TR <br />4 x <br />8 <br /> <br />H <br />I <br />P <br />1 <br />2-2 <br /> <br />x <br /> <br />8 <br /> <br />H <br />I <br />P <br />1A <br />2-2 <br /> <br />x <br /> <br />8 <br /> <br />H <br />I <br />P <br />1B <br />2-2 <br /> <br />x <br /> <br />8 <br /> <br />H <br />I <br />P <br />4 x 10 CLG <br />4 x <br />8 <br /> <br />H <br />I <br />P <br />2-2 <br /> <br />x <br /> <br />8 <br /> <br />H <br />I <br />P <br />2-2 <br /> <br />x <br /> <br />8 <br /> <br />H <br />I <br />P <br />2-2 <br /> <br />x <br /> <br />8 <br /> <br />H <br />I <br />P <br />7" <br /> <br />x <br /> <br />9 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />P <br />S <br />L <br /> <br />C <br />L <br />G <br />6 <br />x <br /> <br />1 <br />0 <br /> <br />C <br />L <br />G <br />2- <br />2 <br /> <br />x <br /> <br />8 <br /> <br />C <br />L <br />G <br />R1 <br />R1 <br />C1 <br />C1 <br />C1R1 <br />R1 R1 <br />46 <br />11 <br />SD2 <br />8 <br />SD2 <br />K.P. <br />11 <br />SD2 K.P. <br />224 <br />8 <br />SD2K.P. <br />W/ CC <br />Q <br />W/ CC <br />Q <br />4 <br />SD2 <br />2X <br />8 <br /> <br />P <br />U <br />R <br />L <br />I <br />N <br /> <br />P <br />E <br />R <br />DE <br />T <br />A <br />I <br />L <br /> <br />4 <br />/ <br />S <br />D <br />2 <br />1 <br />SD3 <br />W/ CC <br />Q <br /> <br />1 <br />SD2 <br />2 <br />SD2 <br />46 <br />13 <br />SD2 <br />5 <br />SD2 <br />2X8 PURLIN PER <br />DETAILS 12/SD3, <br />5/SD2 <br />2X8 PURLIN PER <br />DETAILS 12/SD3, <br />5/SD2 <br />4444 <br />TYP.15 <br />SD2 <br />224224 <br />11 <br />SD2 <br />2X8 RIDGE BOARD <br />7 <br />SD2 <br />1 <br />SD2 <br />13 <br />SD2 <br />17 <br />SD2 <br />13 <br />SD2 <br />8 <br />SD2 <br />K.P <br />. <br />W/ <br />C <br />C <br />Q <br />K.P <br />. <br />W/ <br />C <br />C <br />Q <br />8 <br />SD2 <br />W/ <br />C <br />C <br />Q <br />4 <br />SD2 <br />11 <br />SD2 <br />2 <br />SD2 <br />12 <br />SD3 <br />20 <br />SD2 <br />TYP. <br />13 <br />SD2 <br />3 <br />SD2 <br />3 <br />SD2 <br />6 <br />SD2 <br />TYP. <br />ADD SIMP. STRAP MST48 <br />CONT. TOP PLATE <br />MST48 <br />12 <br />SD3 <br />11 <br />SD2K.P. <br />11 <br />SD3 <br />11 <br />SD2 <br />11 <br />SD3 <br />1 <br />SD3 <br />1 <br />SD2 <br />46 <br />17 <br />SD2 <br />2 <br />SD3 <br />2 <br />SD3 <br />13 <br />SD2 <br />3 <br />SD3 <br />4A <br />SD3 <br />224 <br />4A <br />SD3 <br />CLG <br />3 <br />SD3 <br />19 19 <br />3 <br />SD3 <br />HUC <br />8 <br />SD3 <br />HUC <br />8 <br />SD3 <br />CLG <br />1 2X <br />8 <br /> <br />P <br />U <br />R <br />L <br />I <br />N <br /> <br />P <br />E <br />R <br />DE <br />T <br />A <br />I <br />L <br /> <br />4 <br />/ <br />S <br />D <br />2 <br />1 <br />1 <br />1 <br />RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 12/15/25 <br />THESE DESIGNS, DRAWINGS, AND <br />SPECIFICATIONS ARE THE EXCLUSIVE <br />PROPERTY OF DONG ENGINEERING. <br />THESE DRAWINGS CANNOT BE COPIED, <br />TRANSFERRED, OR REPRODUCED NOR <br />CAN ANY OTHER STRUCTURES BE BUILT <br />FROM THEM WITHOUT WRITTEN CONSENT. <br />SHEET <br />DE#: <br />TEL- 714-617-5979 <br />GARDEN GROVE, CA 92841 <br />7661 GARDEN GROVE BLVD., <br />DONG ENGINEERING, INC. <br />INFO@DONGENGINEERING.COM <br />250195 <br />2 <br />A <br />D <br />U <br />' <br />S <br />51 <br />2 <br /> <br />- <br /> <br />5 <br />1 <br />4 <br /> <br />H <br />U <br />Y <br />L <br />A <br />R <br />S <br /> <br />L <br />N <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 />3 <br />2025/09/18 1ST PLAN CHECK1. <br />2025/11/20 2ND PLAN CHECK2. <br />2025/12/15 3RD PLAN CHECK3. <br />S2 <br />ROOF FRAMING PLAN <br />SCALE: <br />ROOF FRAMING PLAN <br />1/4" = 1'-0"