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SHEATHING NAILING3 <br />TYP. STUD WALL BORING & NOTCHING4 <br />TYPICAL SHEARWALL NAILING10TYPICAL PLATE SPLICE14 <br />TYPICAL DETAILS16 <br />NOTE : <br />1.SPLICE SHOULD NOT BE WITHIN SHEAR WALL PANELS WITH EDGE NAILING CLOSER <br />THAN 6" O.C. OR DOUBLE SIDED SHEAR WALLS. <br />2.SPLICE ALSO SHOULD NOT BE WITHIN THE LENGTH OF ANY STEEL STRAPS <br />CONNECTION. <br />3.WHEN SPLICE OF TOP PLATES CAN NOT BE RELOCATED OUTSIDE THE <br />AFOREMENTIONED SHEAR PANEL OR STRAP CONNECTION, OR WHERE REQUIRED PER <br />PLAN, USE ALT. BOLTING CONNECTION "B". <br />STUDS PER PLAN <br />DOUBLE 2x <br />TOP PLATE <br />4'-0 SPLICE W/ 16d @ 3" O.C. STAGG <br />(TYP.) U.N.O. <br />SPLICE LENGTH <br />312"MIN.2"MIN.312"MIN.USE (4) 12" BOLTS MIN. <br />OR AS SPECIFIED ON <br />PLAN <br />A - TYPICAL NAILING CONNECTION AT SPLICE <br />B - ALTERNATIVE BOLTING CONNECTION AT SPLICE <br />STUDS PER PLAN <br />DOUBLE 2x <br />TOP PLATE <br />JOISTS/RAFTER <br />SHEATHING PANEL <br />2x BLOCKING AT <br />EXTERIOR WALL <br />FIELD NAILING (F.N.) <br />AT JOISTS / RAFTER <br />BOUNDARY NAILING (B.N.) AT EXTERIOR WALL <br />EDGE NAILING (E.N.) AT JOISTS/RAFTERS <br />WHERE PANELS ABUT. <br />DOUBLE TOP PLATES <br />2x BLOCKING <br />AT PANEL EDGES <br />15/32" STRUCTURAL <br />PANEL <br />WALL STUDS <br />FIELD NAILING (F.N.) <br />SILL PLATE <br />EDGE NAILING (E.N.) <br />EDGE NAILING (E.N.) <br />EDGE NAILING (E.N.) <br />AT ALL PANEL EDGES <br />ROOF / FLOOR SHEATHING <br />WALL SHEATHING <br />NOTES: <br />1.NAILS SHALL BE PLACED 3/8" FROM PANEL EDGES. <br />2.PROVIDE 1/8" GAP BETWEEN SHEATHING PANEL. <br />3.MINIMUM DIMENSION OF SHEATHING PANEL IN ANY DIRECTION SHALL BE 2'-0" <br />4.WALL SHEATHING PANEL MAY BE INSTALLED WITH THE LONG DIRECTION ORIENTED VERTICALLY. <br /> EXTERIOR & <br />BEARING PARTITION <br />NOTE: <br />-BORING AND NOTCHING SHALL <br />NOT OCCUR IN SAME STUDS <br />NOTCH/BORE <br />% OF STUD <br />2x4 <br />STUD <br />2x6 <br />STUD <br />25%7 8"1 3 8" <br />40%1 7 16"2 316" <br />60%2 116"3 5 16" <br />WIDTH=D WIDTH=D <br />60 <br />% <br /> <br />D <br />NOTCH <br />IN STUD <br />40% D <br />(MAX) <br />60% D (MAX) <br />BORED <br />HOLE <br />5 8" MIN. <br />NON-BEARING <br />PARTITION <br />NOTCH <br />IN STUD <br />BORED <br />HOLE <br />60 <br />% <br /> <br />D <br />5 8" MIN. <br />40% D (MAX) <br />25% D <br />(MAX) <br />E.N. (TYP.) PER <br />S.W. SCHED. <br />E.N.(TYP.) PER S.W. SCHED.OPENING <br />PER PLAN <br />(2)2x PL. <br />MSTA36 VA <br />R <br />I <br />E <br />S <br />E.N.(TYP.) PER <br />S.W. SCHED. <br />(2) 2x BLK'G <br />F.N.(TYP.) <br />@12" O.C. <br />~ <br />24" MIN. <br />E.N.(TYP.) PER <br />E.O.S.W. SCHED. <br />2x BLK'G (TYP.) <br />E.N. (TYP.) PER <br />S.W. SCHED. <br />2x BLK'G (TYP.) <br />F.N.(TYP.) <br />@ 12" O.C. <br />STUD PER PLAN <br />E.N.(TYP.) <br />PER S.W. SCHED. <br />PLTWD. SHT'G PER <br />S.W. SCHED. <br />~ <br />PLYWD. SHT'G PER S.W. <br />SCHED. <br />SILL ATTACHMENT <br />PER S.W. SCHED. <br />2x STUD @ 16" O.C. <br />2x4 DBL. TOP PLATE 2x4 OR 3x4 SILL PLATE (SIM.) <br />2x6 DBL. TOP PLATE 2x6 OR 3x6 SILL PLATE (SIM.) <br />2x8 DBL. TOP PLATE 2x8 OR 3x8 SILL PLATE (SIM.) <br />NOTE: <br />-BOTH TOP & BOTTOM SURFACES NOT TO BE NOTCHED <br />WITHIN SAME 1/3 OF SPAN <br />-MIN. DISTANCE BETWEEN HOLES WITHIN SAME 1/3 OF SPAN <br />SHALL BE TWICE THE DIAMETER OF HOLES <br />-L = NOTCH LENGTH NOT TO BE GREATER THAN 1/3 OF THE <br />MEMBER'S DEPTH <br />NOTCH & <br />HOLES <br />PERMITTED <br />12" <br />MI <br />N <br />. <br />312" <br />MAX.12"MIN.12"MIN. <br />112"M <br />I <br />N <br />. <br />2" <br />MA <br />X <br />. <br />512" <br />MAX.12"MIN.12"MIN. <br />212"M <br />I <br />N <br />. <br />3" <br />MA <br />X <br />. <br />512" <br />MAX.12"MIN.12"MIN. <br />312"M <br />I <br />N <br />. <br />1 1/4"x16 GA. STRAP W/ <br />6-10d COMM. NAILS EA. <br />END @EA. PLATE <br />(STRAP NOT REQ'D <br />FOR SILL PLATE) <br />1 1/4" x 16 GA. STRAP W/ <br />8-10d COMM. NAILS EA. <br />END @EA. PLATE <br />(STRAP NOT REQ'D <br />FOR SILL PLATE) <br />1 1/4" x 16 GA. STRAP <br />W/ 11-10d COMM. NAILS <br />EA. END @ EA. PLATE <br />(STRAP NOT REQ'D <br />FOR SILL PLATE) <br />NOTCHES <br />6'-0" O.C. MIN. <br />NOTCHES <br />6'-0" O.C. MIN. <br />NOTCHES <br />6'-0" O.C. MIN. <br />1 1/4" Ø MAX. <br />BORED HOLE <br />2" Ø MAX. <br />BORED HOLE <br />3" Ø MAX. <br />BORED HOLE <br /> TYPICAL BORING & NOTCHING AT SHEAR WALL PLATE DETAIL TYPICAL FLOOR & ROOF JOIST BORING & NOTCHING DETAIL <br />13 SPAN 13 SPAN 13 SPAN <br />JOIST SPAN BETWEEN CL. OF BEARING WALLS <br />"X <br />" <br />"Y <br />" <br />D= <br />D <br />E <br />P <br />T <br />H <br />"X <br />" <br />2" <br /> <br />M <br />I <br />N <br />. <br />2" <br /> <br />M <br />I <br />N <br />. <br />BORED HOLE <br />SEE SCHEDULE <br />NON-BEARING <br />WALL <br />16" MIN. <br />BETWEEN <br />HOLE &/OR <br />NOTCH <br />NOTCH & <br />HOLES <br />PERMITTED <br />ALLOWED HOLE & NOTCH FLOOR JOIST <br />SIZE OF <br />JOIST <br />"X" (MAX.) <br />NOTCH AT <br />BEARING D/4 <br />"Y" (MAX.) <br />NOTCH DEPTH <br />AS ALLOWED D/6 <br />MAX. SIZE <br />HOLE D/3 <br />2X6 1 3 8"29 32"1 13 16" Ø <br />2X8 1 13 16"1 7 32"2 7 16" Ø <br />2X10 2 5 16"1 17 32"3 116" Ø <br />2X12 2 13 16"1 7 8"3 3 4" Ø <br />2X14 3 14"2 18"4 3 8" Ø <br />NOTE: <br />-THE ABOVE DETAIL APPLIES AT BEARING & NON- BEARING STUD WALLS <br />-USE 2-2x CRIPPLES WHERE SPAN EXCEEDS 6'-0" <br />10 <br />' <br />- <br />0 <br />" <br />M <br />A <br />X <br />. <br />10 <br />' <br />- <br />0 <br />" <br />M <br />A <br />X <br />. <br />48"LAP <br />10-16d NAILS MIN. <br />BETWEEN SPLICES <br />UNLESS SHOWN <br />OTHERWISE ON <br />THE PLANS <br />2-16d NAILS @16"O.C. <br />3-16d NAILS <br />16d NAILS @16"O.C. <br />DOUBLE STUDS <br />EA. SIDE OF <br />OPENING MORE <br />THAN 4'-0" IN <br />WIDTH <br />PLYWOOD EDGE NAIL'G <br />FULL HT. @PLYWOOD <br />SHEAR WALLS <br />3-16d <br />NAILS <br />2-10d <br />NAILS <br />SILL BOLTING <br />(TYPICAL) <br />2-8d NAILS <br />EACH SIDEHDR BEAM <br />PER PLAN <br />2x CRIPPLE <br />16d NAILS <br />@12" O.C. <br />1-2x PL. 4'-0" MAX. <br />2-2x PL. OVER 4'-0" <br /> TYPICAL STUD WALL FRAMING DETAIL <br />"Y <br />" <br />S-4.1 <br />TY <br />P <br />. <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />SHEET <br />NUMBER <br />CONSULTANT <br />The above drawings, specifications, ideas, and <br />arrangements represented thereby are and shall remain <br />property of GxG CO-op Design and no part thereof shall <br />be copied, disclosed to others or used in connection <br />with any other project other than the specific project for <br />which they have been prepared and developed, without <br />the written consent of GxG CO-op Design. Visual <br />contact with these drawings or specifications shall <br />constitute conclusive evidence of acceptance of these <br />restrictions. Written dimensions on these drawings shall <br />have precedence over scaled dimensions. Contractors <br />shall verify and be responsible for all dimensions and <br />conditions on the job, and this office must be notified of <br />any variations from the dimensions and conditions <br />shown by these drawings. Shop details must be <br />submitted to this office for approval before proceding <br />with fabrication.2021 <br />DATE <br />SCALE <br />DRAWN <br />JOB no. <br />REVISIONS <br />INDICATED <br />FEB. 29, 2024 <br />13637 RUTHER AVE. UNIT R <br />SOUTH GATE, CA 90280 <br />TELEPHONE: 310 749.7536 <br />E-MAIL: LOOKING4GIO@GMAIL.COM <br />GIOVANNI QUINTERO <br />1401 S. Lowell Street, <br />Santa Ana, CA 92707 <br />NEW PATIO <br />COVER <br />1401 S Lowell St <br />11/13/2024