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RR1 RR1 <br />RR <br />1 <br />RR1 <br />RR1 <br />RR <br />1 <br />RR <br />1 <br />4X4 K.P. <br />4X4 <br />4X <br />4 <br />4X4 <br />CJ1 <br />4X12 R.B. <br />4 <br />RR <br />2 <br />RR <br />2 <br />4X6 H. <br />CJ <br />CJ <br />4X4 <br />4X4 <br />4X <br />4 <br />4X4 <br />4X4 <br />4x10 C.B. <br />1 <br />1 <br />2 <br />3 <br />A <br />4'-0" <br />4X4 <br />C <br />3'-2" <br />C <br />2'-11" <br />C <br />5' <br />- <br />1 <br />" <br />4X <br />4 <br />4X4 <br />A <br />3' <br />- <br />9 <br />" <br />4X4 <br />4X4 <br />4x <br /> <br />D <br />R <br />A <br />G <br /> <br />B <br />L <br />K <br />G <br />13B <br />SD2 <br />4X <br />4 <br />4X <br />4 <br />C <br />3' <br />- <br />9 <br />" <br />4X8 <br /> <br />H <br />I <br />P <br />4X1 <br />0 <br /> <br />H <br />I <br />P <br />4X1 <br />0 <br /> <br />H <br />I <br />P <br />4X1 <br />0 <br /> <br />H <br />I <br />P <br />4X1 <br />0 <br /> <br />H <br />I <br />P <br />4X8 <br /> <br />H <br />I <br />P <br />4X4 <br />4X4 <br />A <br />8'-0" <br />4x6 H. <br />2 <br />4x <br />6 <br /> <br />H <br />. <br />3 <br />4x <br />6 <br /> <br />H <br />. <br />4x <br />6 <br /> <br />H <br />. <br />4x <br />6 <br /> <br />H <br />. <br />4x <br />6 <br /> <br />H <br />. <br />4x <br />6 <br /> <br />H <br />. <br />4x <br />6 <br /> <br />H <br />. <br />4x <br />6 <br /> <br />H <br />. <br />A CB D E F G <br />4 <br />5 <br />5 <br />4X6 H.4X6 H. <br />3. <br />5 <br />X <br />1 <br />1 <br />. <br />8 <br />7 <br />5 <br /> <br />L <br />V <br />L <br /> <br />H <br />. <br />6 <br />A <br />4'-0"4X <br />4 <br />4X <br />4 <br />4X4 <br />B <br />8' <br />- <br />0 <br />" <br />4X <br />4 <br />4X4 <br />C <br />4' <br />- <br />0 <br />" <br />WSWH 12X8 <br />W/1" STD. A.B. <br />6 <br />WSWH2 <br />15B <br />SD1 <br />15B <br />SD1 <br />4X4 <br />[E <br />] <br /> <br />4 <br />X <br />4 <br /> <br />H <br />. <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />7 <br />SD2 <br />7 <br />SD2 <br />7 <br />SD2 <br />7 <br />SD2 <br />7 <br />SD2 <br />7 <br />SD2 <br />24 <br />SD3 <br />8 <br />SD2 <br />8 <br />SD2 <br />9 <br />SD2 <br />9 <br />SD2 <br />2X10 RIDGE BOARD <br />10 <br />SD2 <br />10 <br />SD210 <br />SD2 <br />9 <br />SD2 <br />11 <br />SD2 <br />11 <br />SD2 <br />11 <br />SD2 <br />11 <br />SD2 <br />11 <br />SD2 <br />11 <br />SD2 <br />12 <br />SD2 <br />12 <br />SD2 <br />4x12 C.B. <br />7 <br />K. <br />P <br />. <br />4X <br />4 <br />29 <br />SD3 <br />K.P <br />. <br />4X <br />4 <br />29 <br />SD3 <br />K.P. <br />4X4 <br />5 <br />SD2 <br />4X421 <br />SD3 <br />4x <br />6 <br /> <br />H <br />. <br />4x12 C.B. <br />8 <br />9 <br />4x <br />6 <br /> <br />H <br />. <br />K.P. <br />4X6 22 <br />SD3 <br />2- <br />2 <br />x <br /> <br />D <br />R <br />A <br />G <br /> <br />R <br />. <br />R <br />. <br />23A <br />SD3 <br />2- <br />2 <br />x <br /> <br />D <br />R <br />A <br />G <br /> <br />R <br />. <br />R <br />. <br />23A <br />SD3 <br />6X6 <br />6X6 <br />4x6 H. <br />7 <br />SD2 <br />RR <br />1 <br />4x8 D.B. <br />2- <br />2 <br />x <br /> <br />R <br />. <br />R <br />. <br />10 <br />25 <br />SD3 <br />25 <br />SD3 <br />1' <br />13A <br />SD2 <br />4x6 H.4x8 H. <br />CJ <br />4X4 <br />2x12 R.B. <br />11 <br />12 <br />4x8 C.B. <br />26 <br />SD3 <br />4X4 <br />4X4 <br />4X4 <br />4X4 21 <br />SD3 <br />21 <br />SD3 <br />21 <br />SD3 <br />21 <br />SD3 <br />13B <br />SD2 <br />27 <br />SD3 <br />28 <br />SD3 <br />2' <br />26 <br />SD3 <br />28 <br />SD3 <br />FRAMING <br />PLAN <br />RE <br />S <br />T <br />R <br />I <br />C <br />T <br />I <br />V <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />SHEET <br />SHEET DESCRIPTION <br />STAMP <br />NO <br />: <br /> 8/1/24 <br />LE <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />& <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />DATE: <br />22 <br />0 <br />9 <br /> <br />W <br />. <br /> <br />L <br />A <br />R <br />A <br />M <br />O <br />R <br />E <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 />TH <br />E <br />S <br />E <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />, <br /> <br />A <br />N <br />D <br />SP <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />E <br />X <br />C <br />L <br />U <br />S <br />I <br />V <br />E <br /> <br />T <br />O <br />GE <br />T <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> T <br />H <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />CA <br />N <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />C <br />O <br />P <br />I <br />E <br />D <br />, <br /> <br />T <br />R <br />A <br />N <br />S <br />F <br />E <br />R <br />R <br />E <br />D <br />, <br /> <br />O <br />R <br />RE <br />P <br />R <br />O <br />D <br />U <br />C <br />E <br />D <br /> <br />N <br />O <br />R <br /> <br />C <br />A <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br />S <br /> <br />B <br />E <br /> <br />B <br />U <br />I <br />L <br />T <br /> <br />F <br />R <br />O <br />M <br /> <br />T <br />H <br />E <br />M <br />WI <br />T <br />H <br />O <br />U <br />T <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />C <br />O <br />N <br />S <br />E <br />N <br />T <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />30 <br />0 <br />0 <br /> <br />E <br />. <br /> <br />B <br />I <br />R <br />C <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SU <br />I <br />T <br />E <br /> <br />2 <br />0 <br />3 <br />BR <br />E <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />8 <br />2 <br />1 <br />TE <br />L <br />: <br /> <br />( <br />9 <br />0 <br />9 <br />) <br /> <br />5 <br />6 <br />9 <br /> <br />- <br /> <br />1 <br />8 <br />8 <br />6 <br />in <br />f <br />o <br />@ <br />G <br />e <br />t <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br />. <br />c <br />o <br />m <br />2 <br />JOB: R23-0943 <br />PHONG TR UONG <br />STATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />NO. C70784 <br />EXP. 06/30/2025 <br />CIV IL <br />2 <br />08 <br />/ <br />0 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br />2 <br />MANUFACTURED LUMBER PRODUCTS: <br />CLEAR SPAN, L <br /> L ≤ 6'-0"6'-0" < L ≤ 10'-0" L ≥ 10'-0" <br />2-2X4 U.N.O. PER PLAN <br />THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH <br />CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING <br />MECHANICAL PROPERTIES: <br />FOR "PSL" BEAMS: <br />Fb = 2900 psi (MIN) <br />Fv = 290 psi (MIN) <br />E = 2.2x106 psi (MIN) <br />FOR "LVL" BEAMS: <br />Fb = 2600 PSI (MIN) <br />Fv = 285 PSI (MIN) <br />E = 2.0x106 PSI (MIN) <br />FOR "LSL" BEAMS/HEADERS: <br />Fb = 2325 psi (MIN) <br />Fv = 425 psi (MIN) <br />E = 1.55x106 psi (MIN) <br />FOR MANUFACTURED RIM BOARD W/ MIN. 11 <br />4" THICK, CONTINUOUSLY SUPPORTED <br />BY WALL, AND MATCHES JOIST DEPTH: <br />Fc^ = 680 psi (MIN) <br />Fc //= 1400 psi (MIN) <br />Ft = 1075 psi (MIN) <br />E = 1.3x106 psi (MIN) <br />GLU-LAM BEAM SHALL BE 24F-V4, DF/DF <br />Fb = 2400 psi @ BOTTOM <br />Fb = 1850 psi @ TOP <br />Fv = 265 psi (MIN) <br />E = 1.8x106 psi (MIN) <br />2 x 4 2-2 x 4 <br />1.REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR MORE INFORMATION. <br />2.ALL STRUCTURAL HARDWARE SHALL BE SIMPSON STRONG-TIE OR APPROVED EQUIVALENT. <br />3.ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN <br />CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. <br />4.ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. <br />5.HANGERS FOR FLUSH FRAMED MEMBERS SHALL BE SIMPSON STRONG-TIE AS FOLLOWS U.N.O.: <br />LUS SAWN LUMBER JOIST (FOR SKEWED USE HU) <br />MIU TJI, LSL, LVL JOIST <br />HU 4X SAWN LUMBER <br />HGUS 6X, OR PSL, LSL, GLU-LAM BEAMS <br />6.THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, <br />U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED @ EACH END OF HEADER. <br />7.BUILDING CODE 2308.5.1 BALLOON FRAMED WALLS (NON-BEARING) STUD HEIGHTS: <br />- 2X4'S @ 16" O.C. MAXIMUM 14'-0" HEIGHT <br />- 2X6'S @ 16" O.C. MAXIMUM 20'-0" HEIGHT <br />8. BEARING STUD HEIGHTS: <br />- 2X4'S @ 16" O.C. MAXIMUM 10'-0" HEIGHT <br />- 2X6'S @ 16" O.C. MAXIMUM 16'-0" HEIGHT <br />9. REFER TO DETAIL 4/SD2 FOR TYPICAL DIAPHRAGM SHEATHING LAYOUT AND NAILING PATTERN. <br />10.DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER DETAIL 2/SD2 . <br />11.PROVIDE 2X BLK'G @ 8'-0" O.C. FOR CEILING JOIST. <br />FRAMING NOTES <br />FRAMING LEGEND <br />FRAMING SCHEDULE <br />SYMBOL SIZE & SPACING <br />RR1 2X6 - RAFTERS @ 16" O.C. <br />RR2 2X6 - RAFTERS @ 24" O.C. <br />CJ 2X6 - CEILING JOIST @ 16" O.C. <br /> CJ1 2X6 - CEILING JOIST @ 24" O.C. <br />DESCRIPTION MATERIAL SIZE EDGE <br />NAILING 1,2 <br />FIELD <br />6 <br />8d <br />10d <br />6" <br />6" <br />4" <br />12" <br />12" <br />12" <br />6"12" <br />8" <br />10" <br />48" <br />36" <br />24" <br />SHEAR WALL SCHEDULE <br />FOOTNOTES: <br />1.ALL NAILS TO BE COMMON NAILS. 1.5" PENETRATION IN FRAMING MEMBER OR BLOCKING <br />2.SOLID BLOCKING SHALL BE PROVIDED AT ALL EDGES AND HORIZONTAL JOINTS. <br />3.SHT'G APPLIED TO BOTH SIDES SHALL BE OFFSET OR FRAMING SHALL BE 3X AND NAILS ON EACH SIDE SHALL BE STAGGERED. <br />4.STAGGER NAILS 1/2" & SHT'G. ONE SIDE ONLY. <br />5.SHEETS SHALL NOT BE LESS THAN 4FT X 8FT, EXCEPT AT BOUNDARIES AND CHANGES WHERE SHEET SHALL BE 24" MINIMUM. <br />6.3" X 3" X 0.229" SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS. <br />12"6"16" <br />LTP4 OR <br />A35 <br />16" <br />12" <br />10" <br />8" <br />P 8d 6"12"6"16"--32" <br />12"--4"12"6" <br />4" <br />3/8" PLYWD/OSB, STRUCT. I <br />W/ 8d @ 6", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 6", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 4", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 3", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 2", 12", BLOCKED <br />SIMP. SDS <br />1/4"Ø X 6" <br />16d A.B.'S <br />5/8" <br />SHEAR <br />SEISMIC / WIND <br />CONFORMING TO ANSI/AF&PA, SDPWS 2021/CBC 2022 <br />3" <br />STAGG. <br />2" <br />STAGG. <br />PANEL <br />JOINT SILL <br />2X <br />2X <br />2X <br />2X <br />2X <br />2X <br />2X <br />2X <br />SILL TO RIM/BLK'G <br />RIM/BLK'G <br />TO TOP <br />PLATE <br />SILL TO <br />FOUND. <br />A <br />B <br />C <br />D <br />E <br />10d <br />10d <br />10d <br />X <br />FRAMING <br />3" <br />STAGG. <br />2" <br />STAGG. <br />2,5 <br />4 <br />4 <br />4 <br />4 <br />72" <br />2X <br />3X <br />3X <br />3X <br />200 / 280 plf <br />340 / 476 plf <br />665 / 931 plf <br />870 / 1218 plf <br />510 / 714 plf <br />3/8" CDX <br />(EXTERIOR NON-SHEARWALL) <br />X <br />4X6 <br />CJ <br />RR <br />X <br />SDX <br />INDICATES ROOF RAFTERS, SEE FRAMING SCHEDULE <br />INDICATES CEILING JOISTS, SEE FRAMING SCHEDULE <br />DETAIL NUMBER DETAIL SHEET NUMBER <br />BEAM NUMBER, REFER TO CALCULATIONS. <br />INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. <br />EXISTING WALL TO BE REMOVED <br />EXISTING WALL TO REMAIN <br />NEW WALL <br />CALIFORNIA FRAMING, SEE DETAIL 10/SD2 <br /> H. HEADER <br />R.B. RIDGE BEAM <br />BEAM TYPE <br />Scale: 3/16" = 1'-0" <br />1ST FLOOR PLAN / ROOF FRAMING PLAN1 <br />UNBLOCKED DIAPHRAGM (180/240 PLF) <br />15/32" WOOD STRUCTURAL PANEL SHTG, 32/16 <br />8d NAILING, 1.5" PENETRATION INTO FRAMING <br />6" O.C.BOUNDARY <br />12" O.C.FIELD <br />ROOF DIAPHRAGM (U.N.O.) <br />S2 <br />2 <br />22 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024