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WOOD FRAMING <br />1. ALL STRUCTURAL FRAMING MEMBERS SHALL BE GRADE MARKED DOUGLAS FIR AS FOLLOWS UNLESS NOTED OTHERWISE ON PLANS <br />(MOISTURE 19% MAXIMUM): <br />1.1. ALL HORIZONTAL FRAMING MEMBERS AND POSTS SHALL BE DF NO.2 <br />1.2. ALL STUDS AND BRACES SHALL BE DF NO.2 <br />2. ALL BOLTS SHALL BE STANDARD MACHINE BOLTS WITH M.I. OR STEEL PLATE WASHERS WHEN HEAD OR NUT BEARS ON WOOD. HOLES <br />FOR BOLTS SHALL DRILLED WITH A BIT 1 <br />32" LARGER THAN THE NOMINAL BOLT DIAMETER. TIGHTEN ALL BOLTS BEFORE PLASTERING <br />3. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. ANY CUTTING, OR NOTCHING <br />BORING OF WOOD SHALL CONFORM TO THE LOCAL BUILDING CODE <br />4. UNLESS OTHERWISE NOTED ON PLANS, ALL STRUCTURAL PLYWOOD SHALL BE INTERIOR GRADE PLYWOOD WITH EXTERIOR GLUE. <br />STRUCTURAL I CONFORMING TO PS 1. <br />5. ALL SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR <br />6. FRAMING ANCHORS, JOIST HANGERS POST CAPS, POST BASES, TIE DOWNS, ETC, SHALL BE MANUFACTURED BY SIMPSON STRONG TIE <br />OR APPROVED EQUAL <br />HEADER SCHEDULE <br />A 4x6 Douglas Fir <br />No.2 1 - 2x4 <br />Header Size Jack Studs Trimmers <br />1 <br />Material <br />B 14x8Douglas Fir <br />No.2 <br />A B C <br />1 <br />2 <br />3 <br />4 <br />D <br />WALL FRAMING <br />PLAN <br />KITCHEN REMODEL <br />2431 BONNIE BRAE <br />SANTA ANA, CA, 92706 <br />25-1021 <br />6/2/2025 <br />1/4" = 1'-0" <br />S103 <br />Jeffrey Schaefer, P.E. <br />(562) 850-1223 <br />License Number - C91734 <br />Expiration Date - Dec 31, 2026 <br />3325 E 4th St. <br />Long Beach, CA 90814 <br />N <br />UP <br />16 <br />' <br />- <br />6 <br />" <br />14 <br />' <br />- <br />7 <br />" <br />43 <br />' <br />- <br />6 <br />" <br />11 <br />' <br />- <br />2 <br />" <br />6'-0"12'-0"26'-0"12'-6" <br />16'-10"27'-1"12'-7" <br />DOWN <br />1 - 2x4 <br />B <br />TABLE R602.3(1) <br />FASTENING SCHEDULE <br />ITEM <br />8 <br />9 <br />DESCRIPTION <br />Stud to stud (not at braced wall panels) <br />Stud to stud and abutting studs at <br />intersecting wall corners <br />(at braced wall panels) <br />10 <br />11 <br />12 <br />Built-up header (2" to 2" header <br />with 1/2" spacer) <br />Continuous header to stud <br />Top plate to top plate <br />13 <br />14 <br />Bottom plate to joist, rim joist, band <br />joist or <br />blocking (not at braced wall panels) <br />15 <br />Bottom plate to joist, rim joist, band <br />joist or <br />blocking (at braced wall panel) <br />NUMBER AND TYPE OF FASTENERa, b, c <br />Wall <br />16d common (3-1/2 <br />16d box (3-1/2 <br />" × 0.162") <br />10d box (3" × 0.128"); or <br />3" × 0.131" nails <br />" × 0.135"); or <br />3" × 0.131" nails <br />16d common (3-1/2 <br />16d common (3-1/2 <br />16d box (3-1/2 <br />5-8d box (2-1/2 <br />" × 0.162") <br />" × 0.162") <br />" × 0.135") <br />4-8d common (2-1/2 <br />16d common (3-1/2 <br />" × 0.113"); or <br />10d box (3" × 0.128"); or <br />3" × 0.131" nails <br />8-16d common (3-1/2 <br />12-16d box (3-1/2 <br />16d common (3-1/2 <br />16d box (3-1/2 <br />3" × 0.131" nails <br />3-16d box (3-1/2 <br />4-8d box (2-1/2 <br />3-16d box (3-1 <br />16 Top or bottom plate to stud <br />17 <br />18 <br />19 <br />Top plates, laps at corners and <br />intersections <br />1" brace to each stud and plate <br />1" × 6" sheathing to each bearing <br />2-16d common (3-1/2 <br />" × 0.135"); or <br />" × 0.113"); or <br />/2" × 0.135"); or 4-8d common (2-1/2 <br />(3" × 0.128"); or 4-3" × 0.131" nails <br />3-16d box (3-1/2 <br />2-16d common (3-1/2 <br />nails <br />" × 0.135"); or <br />3-10d box (3" × 0.128"); or <br />2-16d common (3-1/2 <br />3-8d box (2-1/2 <br />2-8d common (2-1/2 <br />crown, 16 ga., 1-3/4 <br />3-8d box (2-1/2 <br />20 1" × 8" and wider sheathing to each <br />bearing <br />3-8d common (2-1/2 <br />crown, 16 ga., 1-3/4 <br />" × 0.162"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" <br />" × 0.162"); or 3-3" × 0.131" nails <br />" × 0.113"); or <br />2-8d common (2-1/2" × 0.131"); or 2-10d box (3" × 0.128"); or 2 staples 1-3/4" <br />3-8d box (2-1/2" × 0.113"); or <br />" × 0.113"); or <br />Wider than 1" × 8" <br />4-8d box (2-1 <br />" × 0.131"); or 2-10d box (3" × 0.128"); or 2 staples, 1" <br />" long <br />" × 0.131"); or 3-10d box (3" × 0.128"); or 3 staples, 1" <br />"long <br />× 0.128"); or 4 staples, 1" crown, 16 ga., 1-3/4 <br />/2" × 0.113"); or 3-8d common (2-1/2" × 0.131"); or 3-10d box (3" <br />" long <br />a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall <br />have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for <br />shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. <br />b. Staples are 16 gage wire and have a minimum 7-inch on diameter crown width. <br />c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. <br />Face nail <br />Face nail <br />Face nail <br />" × 0.131"); or 4-10d box <br />" × 0.162"); or 4-3" × 0.131" nails <br />" × 0.162"); or <br />" × 0.135"); or <br />12-10d box (3" × 0.128"); or <br />12-3" × 0.131" nails <br />" × 0.162") <br />" × 0.135"); or <br />" × 0.131"); or 4-10d box (3" × 0.128") <br />" × 0.162") <br />SPACING & <br />LOCATION <br />24" o.c. face nail <br />16" o.c. face nail <br />12" o.c. face nail <br />16" o.c. face nail <br />16" o.c. each edge <br />face nail <br />12" o.c. each edge <br />face nail <br />Toe nail <br />16" o.c. face nail <br />12" o.c. face nail <br />Face nail on each side <br />of end joint (minimum <br />24" lap splice length <br />each side of end joint) <br />16" o.c. face nail <br />12" o.c. face nail <br />3 each 16" o.c. face <br />nail <br />2 each 16" o.c. face <br />nail 4 each 16" o.c. <br />face nail <br />Face nail <br />Toe nail <br />End nail <br />Double top plate splice <br />Note: No change to seismic load (no added square footage or change in <br />seismic weight) nor are there any changes to the lateral force resisting <br />system (no new or enlarged wall openings, no removal or change to <br />existing shear walls) <br />(N) 4X6 DF NO.2 <br />POST IN WALL <br />(E) 4X6 DF NO.2 <br />POST IN WALL <br />A <br />A <br />3 <br />S104 <br />3 <br />S104