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W/D <br />CAST IRONSINKSBROOKFIELDK-5942-5 <br />CLOSET <br />LIVING ROOM <br />BATHROOM <br />KITCHEN <br />CL <br />O <br />S <br />E <br />T <br />BATHROOM <br />BEDROOM 1 <br />MASTER <br />BEDROOM <br />ENTRY <br />PORCH <br />PATIO <br />4 x 6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />4 x 64 x 64 x 6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br /> <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />2 x 8 R.B. <br />224 <br />224 <br />A <br />B <br />C <br />4'-0"A44 <br />4'-0"A 44 <br />4' <br />- <br />0 <br />" <br />A <br />44 <br />44 <br />6' <br />- <br />9 <br />" <br />A <br />44 <br />44 <br />8'-0" <br />A44 44 <br />9'-0"A <br />44 <br />8' <br />- <br />0 <br />" <br />A <br />5' <br />- <br />0 <br />" <br />A <br />44 <br />44 <br />4 <br />x <br /> <br />6 <br /> <br />1 <br />4 <br />x <br /> <br />6 <br />2 <br />6 <br />x <br /> <br />6 <br /> <br />D <br />R <br />O <br />P <br />3 <br />4 <br />x <br /> <br />6 <br />4 <br />4 <br />x <br /> <br />1 <br />0 <br /> <br />R <br />I <br />D <br />G <br />E <br />5 <br />4 <br />x <br /> <br />8 <br /> <br />C <br />L <br />G <br />6 <br />4 <br />x <br /> <br />8 <br /> <br />C <br />L <br />G <br /> <br />W <br />/ <br />E <br />N <br />7 <br />6 x 6 W/ EN <br />8 <br />R1R1 <br />R2 <br />R2 <br />R2 <br />R1 <br />R1 <br />R1 <br />R1 <br />C2 <br />C1 <br />C1 <br />C1 <br />C1 <br />R1 <br />1SD2 <br />2SD2 <br />2SD2 <br />2SD2 <br />1SD2 <br />7SD2 <br />4 <br />3SD2 <br />2X R.R. W/ EN <br />5SD2 <br />6SD2 <br />TYP. <br />8SD2 <br />14SD3 <br />4 <br />DROP W/ EN <br />6 x 6 <br />1SD2 <br />15SD3 <br />2SD2 <br />1SD2 <br />2SD2 <br />2X R.R. W/ EN <br />13SD2 <br />13SD2 <br />6 <br />x <br /> <br />6 <br /> <br />D <br />R <br />O <br />P <br />17SD3 <br />1SD2 <br />6SD3 <br />18SD3 <br />2 x 8 R.B. <br />2SD3 <br />2SD3 <br />LOW <br />HI. <br />R2 <br />1 <br />1.1 <br />C1 <br />3' <br />- <br />6 <br />" <br />A <br />44 <br />44 <br />4' <br />- <br />0 <br />" <br />A <br />44 <br />44 <br />66 <br />66 <br />66 <br />4'-0"A <br />11SD2 <br />2X <br /> <br />S <br />O <br />L <br />E <br /> <br />P <br />L <br />A <br />T <br />E <br /> <br />5'-0" <br />A44 44 <br />FL <br />A <br />T <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />21 <br />2X END R.R. <br />2X R.R. W/ EN 44 <br />44 <br />8SD3 <br />7SD3 <br />HUC <br />13SD2 <br />4SD3 <br />4SD3W/ LCE <br />W/ LCE <br />2SD2 <br />4SD3 <br />W/ <br />E <br />P <br />C <br />SIM <br />2X R.R. W/ EN <br />13SD3 <br />5SD3 <br />SIM <br />1SD3 <br />4SD2 <br />15SD3 <br />FL <br />A <br />T <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />21 <br />5 <br />2X <br /> <br />R <br />. <br />R <br />. <br /> <br />W <br />/ <br /> <br />E <br />N <br />2X <br /> <br />R <br />. <br />R <br />. <br /> <br />W <br />/ <br /> <br />E <br />N <br />2X R.R. W/ ENLSTA30 <br />LSTA30 <br />2X R.R. W/ EN <br />8 <br />5 <br />8 <br />L= <br /> <br />6 <br />' <br />- <br />0 <br />" <br />L= <br /> <br />6 <br />' <br />- <br />0 <br />" <br />2X R.R. W/EN <br />8 <br />LS <br />T <br />A <br />3 <br />0 <br />FL <br />A <br />T <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />21 <br />L= <br /> <br />6 <br />' <br />- <br />0 <br />" <br />2X R.R. <br />W/ EN 2X R.R. <br />W/ ENLSTA30 <br />(E) <br />(E) <br />9SD3 <br />2 <br />(E) <br />15SD2 <br />TYP. <br />12SD1 <br />2X R.R. W/ EN <br />8LSTA30 <br />2X <br /> <br />R <br />. <br />R <br />. <br /> <br />W <br />/ <br /> <br />E <br />N <br />LS <br />T <br />A <br />3 <br />0 <br />2X <br /> <br />R <br />. <br />R <br />. <br /> <br />W <br />/ <br /> <br />E <br />N <br />LS <br />T <br />A <br />3 <br />0 <br />12SD1 <br />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 />INDICATES EXISTING ROOF RAFTER <br />X <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 />xxx'-x" <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 ROOF JOIST 2 X 6 DFL#2 @ 16" O.C. <br />C1 CEILING JOIST 2 x 6 DFL#2 @ 16" O.C. <br />ROOF 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 />X <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 />1 <br />2 <br />3 <br />2X PURLIN PER DETAILS 4,5/SD2.4 <br />PROVIDE STRAP TYPE "X" AT SHEAR WALL TOP PLATE SPLICE PER <br />DETAIL 16/SD2.5 <br />"X" <br />R2 <br />C2 CEILING JOIST 2 x 8 DFL#2 @ 16" O.C. <br />CS16 <br />(2)CS16 <br />21 <br />22 <br />3' - 6" <br />3' - 6" <br />8d BOX/SINKER @ 2-1/16" O.C. <br />8d BOX/SINKER @ 2-1/16" O.C.16/SD3 <br />RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 1/27/26 <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 />INFO@DONGENGINEERING.COM <br />250421 <br />AD <br />U <br />34 <br />1 <br />4 <br /> <br />S <br />_ <br />T <br />I <br />M <br />B <br />E <br />R <br /> <br />S <br />T <br />, <br /> <br />U <br />N <br />I <br />T <br /># <br />2 <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 />7 <br />12/31/2025 PLAN CHECK01 <br />01/27/2026 PLAN CHECK02 <br />S2 <br />ROOF FRAMING PLAN <br />SCALE: <br />ROOF FRAMING PLAN <br />1/4" = 1'-0" <br />1 <br />1 <br />1 1 <br />1