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THREADED ROD W/ <br />SIMPSON SET EPOXY <br />BOLTS PER MFR. SPEC <br />LARR #25744 <br />(E) 2X STUDS <br />(N) HOLD DOWN <br />PER PLAN <br />12 <br />" <br />4X POST PER <br />FRAMING PLAN <br />(N) ANCHOR BOLTS <br />PER S. W SCHED. W/ <br />SIMP. SET EPOXY <br />(N) 2X P.T. BET STUDS <br />(E) SILL PLATE <br />(E) CONCRETE FOOTING <br />SPECIAL INSPECTION IS REQUIRED <br />HDU ANCHOR BOLT Ø MIN. <br />EMBED.E.D. <br />HDU2 <br />HDU5 <br />HDU11 <br />5/8" <br />5/8" <br />5/8" <br />10" <br />10" <br />1' - 3" <br />1 3/4" <br />1 3/4" <br />1 3/4" <br />-- <br />PARTITION WALL DETAIL 1 <br />S2 <br />PRESCRIPTIVE <br />STRUCTURAL DETAILS <br />RESTRICTIVE NOTICE: <br />ALL DESIGNS, IDEAS, DETAILS, PLANS, AND SPECIFICATIONS <br />INDICATED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY <br />OF DDB., LLC. THE PLANS WERE CREATED AND DEVELOPED FOR <br />USE ON, AND IN CONJUNCTION WITH, THE SPECIFIC PROJECT <br />DESCRIBED HEREIN. NO PART THEREOF SHALL BE <br />REPRODUCED, COPIED, ADAPTED, MODIFIED, OR DISTRIBUTED <br />TO OTHERS WITHOUT PRIOR WRITTEN AND SPECIFIC CONSENT <br />OF DDB., LLC. <br />____________________________________________________________ <br />DATE: <br />____________________________________________________________ <br />EDGAR VIDAL <br />PLANS PREPARED BY: <br />SCALE: <br />DATE: <br />DRAWN: <br />CHECKED: <br />REVISION: <br />REVISION: <br />07.24.2024 <br />1/8" = 1' - 0" <br />E. VIDAL <br />1226 W NINTH ST <br />UPLAND, CA 91786 <br />310-487-1613 <br />HELLO@DREAMDESIGN.BUILD <br />DREAMDESIGN.BUILD <br />OWNER: <br />RAFAEL LUZ <br />ADDRESS: <br />2024 S GARNSEY ST UNIT #2 <br />SANTA ANA, CA 92707 <br />SCOPE OF WORK: <br />NEW DETACHED ADU 542 SQ. FT. <br />DRILL HOLE 1/8" DIA <br />LARGER THAN <br />DOWEL. FILL W/ <br />EPOXY GROUT SIMP <br />SET "XP" (ESR2508, <br />LARR25744) & <br />INSERT DOWEL. <br />STEM WALL <br />FOOTING <br />B REBAR DOWELS SAME SIZE & <br />SPACING AS FTG REINF. (U.N.O.) <br />BOTTOM <br />BARS <br />EXIST SLAB <br />DRILL HOLE 1/8" DIA <br />LARGER THAN <br />DOWEL. FILL W/ <br />EPOXY GROUT SIMP <br />SET "XP" (ESR2508, <br />LARR25744) & <br />INSERT DOWEL. <br />AT SLAB <br />EXIST FOOTING <br />6" <br />NEW FOOTING <br />2' MIN.TOP BARS <br />6" <br />EQUAL <br />EQUAL <br />NEW SLAB <br />1' MIN. <br />#4 REBAR DOWEL <br />@ 18 " O.C. U.N.O. <br />AT FOOTING <br />A <br />NEW SLAB CONNECTION <br />SHEAR TO ATTIC <br />NMLKJ <br />O P Q R S <br />IHGFE <br />A B C D <br />EAVESRIDGE TIES <br />NEW FOOTING WEEP SCREED FOOTING HOLD DOWN <br />INTERIOR PARTITIONINTERIOR FOOTING <br />2024 S Garnsey St & Unit <br />#24/18/2025