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X <br />SDX <br />DETAIL NUMBER DETAIL SHEET NUMBER <br />CALIFORNIA FRAMING <br />BEAM NUMBER, REFER TO CALCULATIONS. <br />LEGEND: <br />INDICATES ROOF JOIST, SEE JOISTS TABLE <br />X <br />6X6 INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. <br />BEARING WALLS, SEE PLAN. <br />INDICATES DECK JOIST, SEE JOISTS TABLE <br />INDICATES FLOOR JOIST, 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 />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 />FRAMING NOTES: <br />7. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER <br />DETAIL 16/SD2. <br />STRAPS SCHEDULE:JOISTS TABLE: <br />CONSTRUCTION KEY NOTES: <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 />SHEAR PANEL LENGTH AND NUMBER. <br />SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. <br />xx <br />x'-x" <br />REF <br />XX <br />XX <br />INDICATES SHEARWALL STRAP, SEE <br />REFERENCE DETAIL 1/SD3 <br />POST SIZE, SEE POST SCHEDULE. <br />XX <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.MARK JOIST SPECIFICATIONS <br />R1 ROOF JOIST 2 x 10 DFL#2 @ 16" O.C. <br />R2 <br />R3 ROOF JOIST 1 3/4" x 9 1/4" PSL @ 12" O.C. <br />ROOF JOIST 3 1/2" x 9 1/4" PSL @ 16" O.C. (ALT. OPT.) <br />F1 <br />F2 <br />ROOF JOIST 2-2 x 10 DFL#2 @ 16" O.C. <br />FLOOR JOIST 2 x 10 DFL#2 @ 16" O.C. <br />FLOOR JOIST 2-2 x 10 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 />5/SD2 <br />CS16 <br />(2)CS16 <br />CMSTC16 <br />10 <br />11 <br />12 <br />3' - 6" <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 />16d SINKER @ 4-1/2" <br />15/SD3 <br />16d SINKER @ 4-1/2" <br />CS16 <br />(2)CS16 <br />CMSTC16 <br />13 <br />14 <br />15 <br />3' - 6" <br />3' - 6" <br />3' - 6" <br />8d BOX/SINKER @ 4-1/8" O.C. <br />8d BOX/SINKER @ 4-1/8" O.C.16/SD3 <br />16d SINKER @ 4-1/2" <br />CS16 <br />(2)CS16 <br />CMSTC16 <br />16 <br />17 <br />18 <br />3' - 6" <br />3' - 6" <br />3' - 6" <br />8d BOX/SINKER @ 4-1/8" O.C. <br />8d BOX/SINKER @ 4-1/8" O.C.17/SD3 <br />CS1623 7' - 0"8d BOX/SINKER @ 4-1/8" O.C.4/SD4 <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 />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 />- 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 />F3 FLOOR JOIST 1 3/4" x 9 1/4" PSL @ 16" O.C. <br />F4 <br />FLOOR JOIST 1 3/4" x 9 1/4" PSL @ 12" O.C. <br />FLOOR JOIST 3 1/2" x 9 1/4" PSL @ 16" O.C. (ALT. OPT.) <br />F5 FLOOR JOIST 3 1/2" x 9 1/4" PSL @ 16" O.C. <br />F6 DECK JOIST 2 x 8 DFL#2 @ 16" O.C. <br />F7 CORRIDOR JOIST 2 x 8 DFL#2 @ 16" O.C. <br />F8 CORRIDOR JOIST 2-2 x 8 DFL#2 @ 16" O.C. <br />F9 DECK JOIST 2 x 8 DFL#2 @ 16" O.C. AT STAIR LANDINGCS16 <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 />3/SD4 <br />CONINUOUS TOP PLATES AT PARTY WALLS OR STRAP PLATES W/ <br />MST48 STRAP. INSTALL SHEAR PANELS WHERE OCCURRED. <br />X <br />1 <br />2 <br />3 <br />4 <br />ALLOW RIP 1/4" PER FT. MAX. AT DECK SLOPE TO DRAIN.5 <br />UP <br /> <br />1 <br />8 <br />R <br />@6 <br />. <br />7 <br />2 <br />" <br /> <br />E <br />A <br />. <br />DN <br /> <br />1 <br />8 <br />R <br />@6 <br />. <br />7 <br />2 <br />" <br /> <br />E <br />A <br />. <br />UP 18R <br />@6.72" EA. <br />DN 18R <br />@6.72" EA. <br />ANGEL DECK AT <br />3RD FLOOR <br />RECTANGULAR DECK <br />AT 4TH FLOOR <br />6 x 6 <br />6 <br />x <br /> <br />6 <br />6 x 6 <br />6 x 6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />1 <br />0 <br /> <br />F <br />L <br />19 <br />2 x 10 @ 16" O.C., TYP. <br />10 <br />SD3 <br />6 <br />x <br /> <br />6 <br />6 <br />x <br /> <br />6 <br />6 <br />x <br /> <br />6 <br />6 <br />x <br /> <br />6 <br />6 x 6 <br />6 x 6 6 x 6 <br />6 <br />x <br /> <br />6 <br />6 x 6 6 x 6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />1 <br />0 <br /> <br />F <br />L <br />12 <br />3 1/2" x 9 1/4" PSL @ 16" O.C. ALT. OPT. <br />8D <br />1 3/4" x 9 1/4" PSL @ 12" O.C. <br />2 x 10 @ 16" O.C., TYP. <br />2- <br />2 <br /> <br />x <br /> <br />1 <br />0 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />8C <br />13 <br />6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 <br />6 x 6 <br />6 <br />x <br /> <br />6 <br />6 <br />x <br /> <br />6 <br />6 <br />x <br /> <br />6 <br />6 <br />x <br /> <br />6 <br />3 <br />1 <br />/ <br />2 <br />" <br /> <br />x <br /> <br />9 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />P <br />S <br />L <br /> <br />F <br />L <br />4 <br />x <br /> <br />6 <br />3 1/2" x 9 1/4" PSL @ 16" O.C. ALT. OPT. <br />4A <br />16 <br />a <br />3 <br />1 3/4" x 9 1/4" PSL @ 12" O.C. <br />2 x 10 @ 16" O.C., TYP. <br />4 <br />9 <br />SD2 <br />9 <br />SD2 <br />6 x 6 <br />6 <br />x <br /> <br />6 <br />6 x 6 <br />6 x 6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />1 <br />0 <br /> <br />F <br />L <br />19 <br />6 <br />x <br /> <br />6 <br />2 x 10 @ 16" O.C., TYP. <br />10 <br />SD3 <br />6 x 6 <br />6 <br />x <br /> <br />6 <br />6 x 6 <br />6 x 6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />1 <br />0 <br /> <br />F <br />L <br />19 <br />6 <br />x <br /> <br />6 <br />6 <br />x <br /> <br />6 <br />6 <br />x <br /> <br />6 <br />2 x 10 @ 16" O.C., TYP. <br />10 <br />SD3 <br />6 x 6 <br />6 <br />x <br /> <br />6 <br />6 x 6 <br />6 x 6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />1 <br />0 <br /> <br />F <br />L <br />19 <br />2 x 10 @ 16" O.C., TYP. <br />10 <br />SD3 <br />6 x 6 <br />6 <br />x <br /> <br />6 <br />6 x 6 <br />6 x 6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />1 <br />0 <br /> <br />F <br />L <br />19 <br />2 x 10 @ 16" O.C., TYP. <br />10 <br />SD3 <br />6 x 6 4 x 10 <br />4 x 6 <br />1 3/4" x 9 1/4" PSL FL W/ EN 1 3/4" x 9 1/4" PSL FL W/ EN <br />4 <br />x <br /> <br />1 <br />0 <br />6 x 6 <br />1.4 2.4 3.4 4.4 5.4 6.4 7.4 <br />A.4 <br />B.4 <br />C.4 <br />D.4 <br />6 x 6 <br />6 <br />x <br /> <br />6 <br />6 x 6 <br />6 x 6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />6 <br />4 <br />x <br /> <br />1 <br />0 <br /> <br />F <br />L <br />19 <br />6 <br />x <br /> <br />6 <br />2 x 10 @ 16" O.C., TYP. <br />10 <br />SD3 <br />6 <br />x <br /> <br />1 <br />0 <br />6 <br />x <br /> <br />6 <br />6 <br />x <br /> <br />8 <br />3'-6" <br />A S1S1 <br />6'-0" <br />A S1S1 <br />4'-0" <br />A S1S1 <br />3'-3" <br />A S1 <br />3'-3" <br />AS1 <br />6 x 6 <br />11'-3" <br />A S1S1 <br />6'-0" <br />A S1S1 <br />6'-0" <br />A S1S1 <br />9'-6" <br />AS1 S1 <br />8'-0" <br />AS1 S1 <br />11'-0" <br />AS1 S1 <br />9'-9" <br />AS1 S1 <br />5'-6" <br />AS1 S1 <br />12'-0" <br />AS1 <br />19'-9" <br />A S1S1 <br />19'-9" <br />A S1S1 <br />8'-0" <br />A S1S1 <br />9'-9" <br />A S1S1 <br />8'-0" <br />AS1 S1 <br />4'-0" <br />AS1 S1 <br />2'-9" <br />AS1 <br />5'-3" <br />A <br />2'-9" <br />A S1 <br />7'-9" <br />AS1 S1 <br />2'-9" <br />AS1 <br />5'-3" <br />A <br />2'-9" <br />A S1 <br />7'-9" <br />AS1 S1 <br />2'-9" <br />AS1 <br />2'-9" <br />A S1 <br />5'-6" <br />AS1 S1 <br />5' <br />- <br />0 <br />" <br />A <br />S1 <br />3' <br />- <br />9 <br />" <br />A <br />4' <br />- <br />0 <br />" <br />A <br />S1 <br />7' <br />- <br />6 <br />" <br />A <br />6' <br />- <br />0 <br />" <br />A <br />S1 <br />2' <br />- <br />6 <br />" <br />A <br />20 <br />' <br />- <br />0 <br />" <br />A <br />20 <br />' <br />- <br />0 <br />" <br />A <br />13 <br />' <br />- <br />6 <br />" <br />A <br />20 <br />' <br />- <br />0 <br />" <br />A <br />17 <br />' <br />- <br />6 <br />" <br />A <br />12 <br />' <br />- <br />9 <br />" <br />A <br />13 <br />' <br />- <br />6 <br />" <br />A <br />S1 <br />S1 <br />S1 <br />S1 <br />4' <br />- <br />9 <br />" <br />A <br />S1 <br />S1 <br />16 <br />' <br />- <br />0 <br />" <br />A <br />S1 <br />S1 <br />4' <br />- <br />0 <br />" <br />A <br />S1 <br />S1 <br />5' <br />- <br />9 <br />" <br />A <br />S1 <br />S1 <br />4' <br />- <br />0 <br />" <br />A <br />S1 <br />S1 <br />2 x 10 @ 16" O.C. <br />2 x 10 @ 16" O.C., TYP. <br />2 x 10 @ 16" O.C., TYP. <br />R1 R1 <br />R1 <br />R1 R1 <br />R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 <br />R1 <br />R1R1R1R1R1R1R1 <br />R1 <br />R1R1R1R1 <br />R1 <br />R1 <br />R1 R1 R1 R1 R3 <br />R1 <br />R2 <br />R3 <br />R2 <br /> 4 x 10 FL W/ EN 4 x 10 FL W/ EN <br />226 S1 S1 226 <br />226 <br />226 <br />TR <br />TR <br />226 <br />TR <br />226 <br />TR <br />226226 226 226 <br />FL <br /> <br />W <br />/ <br /> <br />E <br />N <br />1 <br />SD2 <br />1 <br />SD2 <br />2 <br />SD2 <br />JO <br />I <br />S <br />T <br /> <br />W <br />/ <br />E <br />N <br />13 <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />10 <br />4 <br />x <br /> <br />1 <br />0 <br />1 <br />SD2 <br />4 <br />SD2 <br />JO <br />I <br />S <br />T <br /> <br />W <br />/ <br />E <br />N <br />5 <br />2- <br />2 <br />X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br /> <br />( <br />L <br />= <br /> <br />6 <br />' <br />- <br />0 <br />" <br />) <br />10 <br />JO <br />I <br />S <br />T <br /> <br />W <br />/ <br />E <br />N <br />5 <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />10 <br />W/ <br /> <br />E <br />N <br />5 <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />10 <br />JO <br />I <br />S <br />T <br /> <br />W <br />/ <br />E <br />N <br />5 <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />10 <br />JO <br />I <br />S <br />T <br /> <br />W <br />/ <br />E <br />N <br />5 <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />10 <br />JO <br />I <br />S <br />T <br /> <br />W <br />/ <br />E <br />N <br />13 <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />11 <br />JO <br />I <br />S <br />T <br /> <br />W <br />/ <br />E <br />N <br />5 <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />10 <br />6 <br />6 <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />10 <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />10 <br />L= <br />8 <br />' <br />- <br />0 <br />" <br />4 <br />SD2 <br />4 <br />SD2 <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />10 <br />L= <br />5 <br />' <br />- <br />0 <br />" <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />10 <br />L= <br />5 <br />' <br />- <br />0 <br />" <br />4 <br />SD2 <br />3 <br />SD2 <br />3 <br />SD2 <br />1 <br />SD2 <br />4 <br />SD2 <br />3 <br />SD2 <br />4 <br />SD2 <br />3 <br />SD2 <br />3 <br />SD2 <br />4 <br />SD2 <br />1 <br />SD2 <br />1 <br />SD2 <br />1 <br />SD2 <br />R1 <br />R1R1 <br />6 <br />SD2 <br />6 <br />SD2 <br />6 <br />SD2 <br />FL <br /> <br />W <br />/ <br /> <br />E <br />N <br />5 <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />10 <br />L= <br />5 <br />' <br />- <br />0 <br />" <br />1 <br />SD2 <br />5 5 5 5 <br />JOIST W/EN <br />5 <br />DBL. JOISTS W/EN <br />6 6 <br />6 6 <br />DBL. JOISTS W/EN <br />2 <br />SD2 <br />1 <br />SD2 <br />2 <br />SD2 <br />1 <br />SD2 <br />3 <br />SD2 <br />3 <br />SD2 <br />1 <br />SD2 <br />JOIST W/EN <br />5 <br />W/EN <br />10 10 <br />2X BLK'G W/EN <br />10 10 <br />JOIST W/EN <br />6 <br />3 <br />SD2 <br />3 <br />SD2 <br />2X BLK'G W/EN <br />10 <br />10 <br />2X BLK'G <br />10 <br />W/ EN <br />10 <br />2X BLK'G <br />W/ EN <br />2X BLK'G <br />W/ EN <br />2X BLK'G <br />W/ EN <br />1010 10 <br />10 10 <br />10 <br />JOIST W/ EN <br />5 <br />1 <br />SD2 <br />1 <br />SD2 <br />1 <br />SD2 <br />1 <br />SD2 <br />1 <br />SD2 <br />2 <br />SD2 <br />1 <br />SD2 <br />1 <br />SD2 <br />2 <br />SD2 <br />3 <br />SD2 <br />1 <br />SD2 <br />JOIST W/EN <br />5 <br />JOIST W/EN <br />5 <br />13 <br />5 5 <br />JOIST W/EN <br />5 <br />JOIST W/EN <br />5 <br />13 <br />3 <br />SD2 <br />JOIST W/EN <br />5 <br />JOIST W/EN <br />5 <br />7 <br />SD2 TYP. <br />17 <br />SD2 TYP. <br />226FL W/ EN <br />5 <br />JO <br />I <br />S <br />T <br />5 <br />20 <br />' <br />- <br />0 <br />" <br />A <br />5 <br />2X BLK'G <br />W/ <br /> <br />E <br />N <br />JO <br />I <br />S <br />T <br />2X <br /> <br />B <br />L <br />K <br />' <br />G <br /> <br />W <br />/ <br />E <br />N <br />10 <br />4 <br />SD2 <br />226 <br />2-2 x 10 @ 16" O.C. <br />R3 <br />1 3/4" x 9 1/4" PSL @ 12" O.C. <br />3 1/2" x 9 1/4" PSL @ 16" O.C. (ALT. OPT) <br />R3 <br />1 3/4" x 9 1/4" PSL @ 12" O.C. <br />3 1/2" x 9 1/4" PSL @ 16" O.C. (ALT. OPT) <br />L= <br /> <br />8 <br />' <br />- <br />0 <br />" <br />L= <br /> <br />6 <br />' <br />- <br />0 <br />" <br />L= <br /> <br />6 <br />' <br />- <br />0 <br />" <br />L= <br /> <br />6 <br />' <br />- <br />0 <br />" <br />L= <br /> <br />6 <br />' <br />- <br />0 <br />" <br />L= <br /> <br />6 <br />' <br />- <br />0 <br />" <br />L= <br />6 <br />' <br />- <br />0 <br />" <br />W/ <br /> <br />E <br />N <br />L= <br /> <br />8 <br />' <br />- <br />0 <br />" <br />L= <br /> <br />6 <br />' <br />- <br />0 <br />" <br />W6 x 12 <br />HOIST BM <br />9 <br />SD2 <br />9 <br />SD2 <br />9 <br />SD2 <br />9 <br />SD2 <br />9 <br />SD2 <br />9 <br />SD2 <br />9 <br />SD2 <br />9 <br />SD2 <br />8 <br />SD2 <br />8 <br />SD2 <br />8 <br />SD2 <br />8 <br />SD2 <br />8 <br />SD2 <br />8 <br />SD2 <br />8 <br />SD2 <br />11 <br />SD3 <br />8 <br />SD2 <br />8 <br />SD2 <br />4 <br />4 4 4 <br />4 4 4 4 <br />4 4 <br />4 4 <br />5 5 <br />46 <br />46 <br />RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 4/7/25 <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 />240022 <br />22 <br /> <br />U <br />N <br />I <br />T <br />S <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />32 <br />2 <br /> <br />N <br />. <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />, <br /> S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />30 <br />, <br />5 <br />8 <br />2 <br /> <br />S <br />F <br /> <br />G <br />R <br />O <br />S <br />S <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />A <br />R <br />E <br />A <br />S6 <br />ROOF FRAMING PLAN <br />SCALE: <br />ROOF FRAMING PLAN <br />3/16" = 1'-0"