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SHEAR PANEL LENGTH AND NUMBER. <br />SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. <br />X DETAIL NUMBER DETAIL SHEET NUMBER <br />CALIFORNIA FRAMING <br />BEAM NUMBER, REFER TO CALCULATIONS. <br />LEGEND: <br />INDICATES EXISTING ROOF RAFTER <br />FRAMING NOTES: <br />6X6 INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. <br />BEARING WALLS, SEE PLAN. <br />INDICATES NEW ROOF RAFTER, SEE JOISTS TABLE <br />XX <br />POST SIZE, SEE POST 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 />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 />- 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 />STRAPS SCHEDULE: <br />JOISTS TABLE: <br />MARK JOIST SPECIFICATIONS <br />R1 <br />R2 ROOF RAFTER 2 x 6 DFL#2 @ 16" O.C. W/ PURLIN <br />C1 CEILING JOIST 2 x 6 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.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 />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 />PROVIDE STRAP TYPE "X" AT SHEAR WALL TOP PLATE SPLICE PER <br />DETAIL 16/SD2. <br />"X" <br />ROOF RAFTER 2 x 6 DFL#2 @ 16" O.C. <br />F1 FLOOR JOIST 2 x 6 DFL#2 @ 16" O.C. <br />INDICATES FLOOR JOIST, SEE JOISTS TABLE <br />KITCHEN <br />DINING <br />LIVING ROOM <br />HALLWAY <br />BEDROOM BEDROOM <br />BATH <br />BEDROOM <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />4 x 6 <br />(E) <br />(E) <br />(E) <br />(E) <br />(E <br />) <br />(E)(E) (E) <br />(E) <br />(E) <br />(E) CLG <br />4 x 64 x 64 x 64 x 6 <br />(E)(E) CLG <br />A <br />B <br />1 <br />2 <br />3 <br />7" x 16" PSL CLG <br />1 <br />6 x 10 CLG <br />2 <br />4 x 8 CLG <br />6 <br />3 <br />1 <br />/ <br />2 <br />" <br /> <br />x <br /> <br />1 <br />1 <br /> <br />7 <br />/ <br />8 <br />" <br /> <br />L <br />S <br />L <br />3 <br />4 <br />x <br /> <br />8 <br />4 <br />4 x 6 <br />7 <br />46 <br />R2 R1 <br />R2C1 <br />C1 <br />R1 <br />(E) (E) <br />(E) <br />(E)(E) <br />(E)(E) <br />(E)(E) <br />(E) <br />(E) (E) <br />(E <br />) <br /> <br />R <br />I <br />D <br />G <br />E <br />1 <br />SD3 <br />W/ CCQ 2 <br />SD3 <br />224 <br />TR <br />44 <br />1 <br />SD3 <br />W/ P <br />C <br />16'-0" <br />A <br />44 44 <br />224 <br />13 <br />SD2 <br />224 <br />13 <br />SD2 <br />1 <br />SD2 <br />5 <br />SD2 <br />11 <br />SD2 <br />3 <br />SD3 <br />2X8 RIDGE BOARD <br />6 <br />SD2 <br />TYP. <br />15 <br />SD2 <br />TYP. <br />7 <br />SD2 <br />11 <br />SD2 <br />3 <br />SD3 <br />2X <br />8 <br /> <br />R <br />. <br />B <br />. <br />4 <br />SD2 <br />3 <br />SD2 <br />1 <br />SD2 <br />2 <br />SD2 <br />2 <br />SD2 <br />5 <br />SD2 <br />3 <br />SD2 3 <br />SD2 <br />3 <br />SD2 <br />4 <br />SD3 <br />4 <br />SD3 <br />4 <br />SD3 <br />(E <br />) <br /> <br />R <br />I <br />D <br />G <br />E <br />(E) RIDGE <br />ADD SIMP. STRAP MST48 <br />CONT. TOP PLATE, TYP. <br />6' <br />- <br />0 <br />" <br />A <br />44 <br />6' <br />- <br />6 <br />" <br />A <br />44 <br />7' <br />- <br />9 <br />" <br />A <br />44 <br />8' <br />- <br />0 <br />" <br />A <br />44 <br />44 <br />4' <br />- <br />0 <br />" <br />A <br />44 <br />5'-6" <br />A 4444 <br />8'-0" <br />A 4444 <br />4 x 8 CLG <br />5 <br />W/ EN <br />5 <br />MS <br />T <br />4 <br />8 <br />44 <br />44 <br />1 <br />SD3 <br />W/ ECCQ <br />17 <br />SD2 <br />(E) <br />5 <br />5 <br />8A <br />SD3 <br />8A <br />SD3 <br />224 <br />TR <br />SIM. <br />4' <br />- <br />0 <br />" <br />A <br />MS <br />T <br />4 <br />8 <br />(E) <br />DR <br />O <br />P <br /> <br />W <br />/ <br /> <br />E <br />N <br />224 <br />(E <br />) <br />44 <br />12x4 BRACE <br />@ 48" O.C. <br />PER 17/SD2 <br />RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO <br />REVISIONS <br />DATE SIGNED: 1/5/26 <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 />RE <br />M <br />O <br />D <br />E <br />L <br /> <br />& <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br />14 <br />0 <br />9 <br /> <br />M <br />E <br />R <br />I <br />D <br />A <br />Y <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 />6 <br />01/05/2026 PLAN CHECK1 <br />S2 <br />ROOF FRAMING PLAN <br />SCALE: <br />ROOF FRAMING PLAN