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T01 <br />SUPPORT <br />MEMBERS <br />SEE PLAN <br />FIELD NAILING <br />SEE <br />CONTINUOUS <br />PANEL <br />EDGES <br />EDGE NAILING <br />SEE <br />NOTES <br />SEE FRAMING NOTES ON THE FRAMING PLANS AND ON THIS SHEET FOR <br />PLYWOOD THICKNESS, TYPE AND NAILING. <br />FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. <br />BOUNDARY NAIL PERIMETER OF BUILDING, RIDGES, VALLEYS, SHEAR WALLS, <br />DRAG BEAMS AND ALL CONTINUOUS PANEL EDGES WHERE BLOCKING IS <br />INDICATED ON PLAN. <br />1. <br />2. <br />3. <br />DOUBLE <br />NON-BEARING <br />EXTERIOR AND BEARING <br />T03 <br />25% MAX. NOTCH <br />7/8" MAX. AT 2x4 STUDS 1-3/8" <br />MAX. AT 2x6 STUDS <br />WIDTH OF STUD MAX. TYP. <br />ALL STUDS <br />40% MAX. NOTCH <br />1-3/8" MAX. AT 2X4 STUDS 2-1/8" <br />MAX. AT 2X6 STUDS <br />WIDTH OF STUD MAX. <br />TYP. ALL STUDS <br />5/8" MIN. EDGE DISTANCE <br />TYP. ALL STUDS <br />5/8" MIN. EDGE DISTANCE <br />TYP. ALL STUDS <br />60% MAX. STUD WIDTH <br />BORE 2"Ø MAX. AT 2x4 <br />STUDS, 3-1/4"Ø MAX. AT <br />2x6 STUDS <br />60% MAX. STUD WIDTH <br />BORE 2"Ø MAX. AT 2x4 <br />STUDS, 3-1/4"Ø MAX. AT <br />2x6 STUDS <br />40% MAX. STUD WIDTH <br />BORE 1-3/8"Ø MAX. AT 2x4 <br />STUDS, 2-1/8"Ø MAX. AT <br />2x6 STUDS <br />NOTES <br />BORING OF MORE THAN TWO <br />SUCCESSIVE STUDS IS NOT <br />PERMITTED. <br />NOTCHING AND BORING IS NOT TO <br />OCCUR IN THE SAME STUD SECTION. <br />THIS DETAIL IS NOT TO BE USED AT <br />SHEAR WALLS WITHOUT THE PRIOR <br />APPROVAL OF THE STRUCTURAL <br />ENGINEER. <br />1. <br />2. <br />3. <br />JOIST NOTCH <br />PLATE NOTCH (PLAN <br />3x JOIST 12" MIN. <br />DEPTH OF <br />JOIST MAX. <br />TO SUPPORT <br />3x JOIST <br />TO SUPPORT MAX. <br />(W <br />) <br />(W) <br />MAX. <br />12" MIN. <br />T03 <br />NO OTHER NOTCHES IN JOIST ARE ALLOWED WITHOUT APPROVAL OF THE <br />STRUCTURAL ENGINEER. <br />DRILL HOLE AT <br />CENTER LINE <br />1/8" THICK x3"x4 TIMES 'W' W/ <br />(4)-16d EACH END <br />DRILL STARTER HOLES SAME <br />DIAMETER AS NOTCH DEPTH <br />16 GAUGE STRAP W/ (2)-8d <br />EACH END TYP. <br />NOTCH 1/6 JOIST <br />DEPTH (MAX.) <br />NOTE <br />NO HOLES OR NOTCHES IN PLATES LARGER THAN 1/2 'W' OR JOISTS IN THE <br />MIDDLE 1/3 OF SPAN ALLOWED WITHOUT THE PRIOR APPROVAL OF THE <br />STRUCTURAL ENGINEER. <br />THIS DETAIL IS NOT TO BE USED AT SHEAR WALLS WITHOUT THE PRIOR <br />APPROVAL OF THE STRUCTURAL ENGINEER. <br />1. <br />2. <br />1. <br />NOTE <br />T02 <br />NOTE: <br />FOR OPENING SIZES & <br />LOCATION SEE ARCH'L & <br />MECHANICAL DWG'S <br />U.N.O. PROVIDE DBL. <br />TRIMMER STUDS AT ALL <br />HEADERS LARGER THAN <br />4x14 OR 6x14 <br />OPENINGS OVER 6'-0" USE <br />DBL KING STUD <br />TRIMMER STUD W/ 16d AT 12" <br />O/C, STAGGERED, TYP. <br />2x STUDS AT 16" O/C, TYP. <br />(2)-2x TOP PLATES W/ MIN. <br />SPLICE -LAP PLATES 4'-0" <br />NAIL W/ (12)-16d NAILS EA. <br />SIDE OF SPLICE <br />2x FIRE BLK'G TO BE AT <br />10'-0" O/C MAX. <br />4x4 CORNER <br />POST OR <br />(3)-STUDS, <br />TYP. <br />(3)-16d TOE <br />NAIL, TYP. <br />HEADER <br />PER PLAN <br />SIMPSON 'HH' HANGER <br />(BEND AS REQUIRED WHEN <br />ADJACENT PERPENDICULAR <br />WALL HAS A WINDOW <br />USE: SIMPSON 'WB' <br />WALL BRACES AS NEEDED <br />(NO LET-IN WOOD BRACES) <br />KING STUD <br />TWO THRE FOUR <br />T06 <br />NAIL EACH SIDE WITH: <br />(2)-ROWS OF 16d AT 12" O/C FOR DEPTH OF 12" OR LESS <br />(3)-ROWS OF 20d AT 12" O/C FOR DEPTH OF MORE THAN 12" <br />(USE 20d NAILS PER ABOVE SCHEDULE AT MICRO=LAM BEAMS) <br />ONE SIDE NAIL TWO SIDE NAIL 1/2"Ø M.B. AT 24" O/C <br />STAGGERED <br />LENGTHNAIL HEAD DIA.DIA. <br />BOLT SIZE PLATE SIZE <br />MINIMUM SIZE SQUARE <br />CUT PLATE WASHERS <br />COMMON NAIL SIZES <br />T01 <br />3-1/2" <br />2-1/2" <br />10d <br />8d <br />16d <br />3" <br />0.344"0.162" <br />0.281" <br />0.312" <br />0.131" <br />0.148" <br />1/2"Ø <br />1/4" x 2-1/2" SQ. <br />5/16" x 2-3/4" SQ. <br />3/8" x 3-1/2" SQ. <br />3/8" x 3" SQ. <br />3/16" x 2" SQ. <br />5/8"Ø <br />3/4"Ø <br />7/8"Ø <br />1"Ø <br />TH <br />R <br />E <br />A <br />D <br />LE <br />N <br />G <br />T <br />H <br />LA <br />G <br /> <br />B <br />O <br />L <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />TH <br />R <br />E <br />A <br />D <br />LE <br />N <br />G <br />T <br />H <br />LA <br />G <br /> <br />B <br />O <br />L <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />SH <br />A <br />N <br />K <br />LE <br />N <br />G <br />T <br />H <br />SH <br />A <br />N <br />K <br />LE <br />N <br />G <br />T <br />H <br />D <br />Ds <br />(SHANK DIA.) <br />Dt <br />(THREAD DIA.) <br />LEAD HOLE <br />DIA.'D' <br />D Dt <br />LEAD <br />LAG <br />T17 <br />7/16"Ø <br />3/8"Ø <br />5/16"Ø <br />1/4"Ø1/4" Ø <br />5/16" Ø <br />1/2"Ø <br />3/8"Ø <br />7/16"Ø <br />5/32"Ø <br />5/16"Ø <br />5/16"Ø <br />1/4"Ø <br />3/16"Ø <br />1/2"Ø <br />LAG BOLTS SHALL BE TURNED BY A HAND <br />WRENCH OR BY A POWER TORQUE <br />WRENCH. <br />LAG BOLTS SHALL NOT BE HAMMERED. <br />WHERE FULL THREADED BOLTS ARE <br />INDICATED PROVIDED LEAD HOLE FOR <br />DIAMETER "Dt" FOR FULL DEPTH. <br />PROVIDE WASHER UNDER HEAD FOR <br />BOLT HEAD IN CONTACT WITH WOOD. <br />LAG BOLT INSTALLATION SHALL BE <br />INSPECTED PRIOR TO CLOSING WALL <br />FRAMING. <br />NOTE <br />ALL LAG BOLTS SHALL BE INSTALLED IN <br />PRE-DRILLED LEAD HOLE. <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />Job. No. <br />Date <br />Drawn/Checked by <br />Scale <br />FOR PLAN <br />REVIEW ONLY <br />This and all other project documents and all ideas, aesthetics and <br />designs incorporated therein are instruments of service. <br />All project documents are the registered property of ITZEN. (ITZEN) <br />and cannot be lawfully used in whole or in part for any project or <br />purpose except as described in the contractual agreement between <br />ITZEN and Client. ITZEN hereby gives formal notice that any such <br />project document use, reproduction or modification (misuse) is not only <br />unlawful but automatically binds all parties involved with misuse to fully <br />indemnify and defend ITZEN and ITZEN's Consultants to the maximum <br />legal extent against all losses, demands, claims or liabilities arising <br />directly or indirectly from project document misuse. <br />Project documents describe design intent of work and are not a <br />representation of as-built or existing conditions. ITZEN and ITZEN's <br />Consultants make no representations concerning the accuracy of <br />documents and are not responsible for any discrepancies between <br />project documents and the existing conditions. <br />Copyright 2020C <br />mailing: <br />1800 N. Bristol Street #C-418 <br />Santa Ana CA 92706 <br />714-716-5042 <br />sayhello@ITZEN.com <br />www.ITZEN.com <br />. <br />PR <br />I <br />N <br />T <br /> <br />D <br />A <br />T <br />E <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />S <br />t <br />a <br />t <br />u <br />s <br />: <br />CONSULTING STRUCTURAL ENGINEERS <br />3198-G AIRPORT LOOP DRIVE <br />COSTA MESA, CA 92626 <br />PHONE: (714) 556-5475 <br />. <br />CROSS ENGINEERING <br />No. 3886 <br />STRUC T URAL <br />K <br />IRK D .CROSS <br />R <br />EGISTEREDPROFESSIONALENGINEER <br />STATEOF CALIFORNIA <br />. <br />1" = 1'-0" <br />4/ <br />4 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />1 <br />: <br />4 <br />5 <br />: <br />1 <br />4 <br /> <br />A <br />M <br />CE 24-101 <br />02-02-2024 <br />CE <br />AS <br />S <br />I <br />S <br />T <br />A <br />N <br />C <br />E <br /> <br />L <br />E <br />A <br />G <br />U <br />E <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />10 <br />3 <br />7 <br /> <br />W <br />E <br />S <br />T <br /> <br />F <br />I <br />R <br />S <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <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 />3 <br />ME <br />C <br />H <br />A <br />N <br />I <br />C <br />A <br />L <br /> <br />E <br />Q <br />U <br />I <br />P <br />M <br />E <br />N <br />T <br /> <br />S <br />C <br />R <br />E <br />E <br />N <br />TYPICAL <br />STRUCTURAL <br />DETAILS <br />S1.1 <br />AG <br />E <br />N <br />C <br />Y <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />SCALE: <br />1" = 1'-0"1Sheathing Layout <br />SCALE: <br />1" = 1'-0"2Stud Notching <br />SCALE: <br />1" = 1'-0"3Plate & Joist Notching <br />SCALE: <br />1" = 1'-0"4Typical Wall Framing <br />SCALE: <br />1" = 1'-0"5Multiple Members <br />SCALE: <br />1" = 1'-0"6Washers & Nails <br />SCALE: <br />1" = 1'-0"7Lag Screws <br />REV DESCRIPTION DATE <br />1031 W 1st St - <br />101119950 & 4013927010/18/2024