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HISTORIC DISTRICT - 2431 N Bonnie Brae - Plan
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HISTORIC DISTRICT - 2431 N Bonnie Brae - Plan
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Last modified
1/9/2026 5:00:11 AM
Creation date
1/9/2026 5:00:06 AM
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Plan
Permit Number
101125207
Full Address
2431 N Bonnie Brae
Street Number
2431
Street Direction
N
Street Name
Bonnie Brae
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1 2 <br />4 <br />3 BEAM TO POST CONNECTION (TYP END) <br />4X6 Stud column embedded in wall for <br />beam to bear directly atop. <br />Attach beams and column using Simpson <br />column cap (ECCU64 to match beam width). <br />NEW 5.25x11.25 2.2E PSL <br />ceiling beam spanning entire <br />kitchen length <br />Remove existing wall and existing ceiling beam <br />and replace with NEW 5.25x11.25 2.2E PSL <br />ceiling beam spanning entire kitchen length <br />Existing 6x12 Floor beam <br />(2nd floor) to remain <br />Kitchen Below <br />NEW CEILING/FLOOR FLUSH BEAM <br />(E) Floor Cavity (E) Floor Cavity <br />Trim as needed and hang ceiling joists <br />to beam using Simpson joist hangers <br />Existing ceiling joists <br />Existing 2nd floor <br />joists to remain <br />Existing tie strap across <br />floor beams <br />Attach existing beams to <br />new ceiling beam using <br />Simpson CC66 cap <br />STRUCTURAL <br />DETAILS <br />KITCHEN REMODEL <br />2431 BONNIE BRAE <br />SANTA ANA, CA, 92706 <br />25-1021 <br />6/2/2025 <br />NTS <br />S104 <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 />1/2" Gypsum flush ceiling <br />Remove existing wall and existing ceiling beam <br />and replace with NEW 5.25x11.25 2.2E PSL <br />ceiling beam spanning entire kitchen length <br />Kitchen Below <br />Attic <br />NEW CEILING/FLOOR FLUSH BEAM <br />Trim as needed and hang ceiling joists <br />to beam using Simpson joist hangers <br />Existing ceiling joists <br />1/2" Gypsum flush ceiling <br />2nd floor interior wall over existing beams <br />(separates attic from 2nd floor conditioned space) <br />New 4x6 post using DF No.2 <br />Bottom of post anchored to footing using <br />Simpson Strong Tie post base (CB46) <br />18 <br />" <br />18" <br />(3) #4 rebar each way <br />with 3" cover from bot <br />18x18x18 concrete pier. <br />f'c min = 2,500 psi <br />POST TO FOOTING CONNECTION <br />#4 dowel bars every 16" o.c. each way to tie <br />underpinning to existing slab. Drill into existing floor slab <br />min 6" to grout #4 dowel bars using Simpson SET-3G <br />High-Strength Epoxy Adhesive (ICC-ES ESR-4057) <br />Existing basement floor <br />slab (unconditioned area) <br />4X6 DF No.2 post from above. <br />Post to continue to beam. <br />4x6 column post <br />Simpson Strong Tie column <br />cap (ECCU46) <br />Connect using inverted <br />Simpson CC46 column cap <br />4x8 DF NO.2 transfer <br />floor beam <br />BEAM OVER FLOOR TRANSFER BEAM5 <br />8-FT CEILING 8-FT CEILING <br />WOOD POST TO CONCRETE FOOTING <br />Existing 4x6 post <br />Existing Simpson HDU2 hold down <br />Existing 24"X24" Reinforced concrete <br />square footing placed beneath existing <br />footing. Use min f'c 2,500 psi <br />Existing 5/8" Dia. anchor bolt <br />18" <br />24" <br />Existing wall sill plate (anchor bolts into <br />footing not shown) <br />Existing stem wall <br />Existing floor framing <br />4x full-depth blocking under post (OR <br />post continue to sit on sill plate of footing) <br />6
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