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P'ahnnuil genkY � <br />SILL PLATE EDGE <br />EXISTING 2X PRESSURE <br />TREATED SILL PLATE <br />8" DIA ANCHOR BOLT <br />(F1554 GR.36) W/ <br />SIMPSON SET-3G <br />(ESR 4057), SPECIAL <br />INSPECTION REQUIRED <br />FINISH GRADE <br />#4 5 6" O.C. W/ <br />SIMPSON SET—XP <br />(ESR 2508), SPECIAL <br />INSPECTION REQUIRED <br />6" <br />MIN <br />SILL PLATE EDGE <br />ANCHOR BOLT <br />EDGE OF CONCRETE, TYP <br />OR BOLT, TYP <br />OF CONCRETE, TYP <br />WE <br />NEW SHEAR WALL <br />SHEATHING PER <br />3/S6.0 <br />SIMPSON HDU PER PLAN <br />2X BLOCKING FULL <br />LENGTH OF WALL <br />EXISTING CONCRETE STEM <br />L <br />r'T <br />2 #5 CONTINUOUS <br />I ROUGHEN EXISTING <br />— — CONCRETE SURFACE TO 4" <br />AMPLITUDE,TYP <br />EXISTING CONCRETE FOOTING <br />(EXISTING REINFORCEMENT <br />NOT SHOWN) <br />NEW CONCRETE EXTENSION <br />(SAME DEPTH AS EXISTING <br />FOOTING) <br />HOLD—DOWN DETAIL <br />NO SCALE <br />SILL PLATE EDGE <br />IVIIIN <br />PLAN VIEW ® CORNER <br />NOTES: <br />1. FOR ANCHOR BOLT TYPE AND EMBEDMENT LENGTH, SEE HOLDOWN <br />TABLE, DETAIL 4/- <br />2. FOR ANCHOR BOLT TYPE, USE GARAGE CURB ANCHORS. <br />3. FOR SIDS SCREWS, SEE HOLDOWN TABLE, DETAIL 4/- <br />4. FOR MISSING INFORMATION, SEE DETAIL 6/S3.0 <br />SIMPSON HDU HOLDOWN, <br />WITH ANCHOR BOLT, SEE <br />NOTES 1 AND 2 <br />FINISH GRADE <br />HOLDOWN DETAIL <br />NO SCALE <br />SILL PLATE EDGE <br />ANCHOR BOLT <br />EDGE OF CONCRETE, TYP <br />"''OR BOLT, TYP <br />OF CONCRETE, TYP <br />EXISTING 2X PRESSURE <br />TREATED SILL PLATE <br />$" DIA ANCHOR BOLT <br />(F1554 GR.36) W/ <br />SIMPSON SET-3G <br />(ESR 4057), SPECIAL <br />INSPECTION REQUIRED <br />FINISH GRADE <br />HOLD—DOWN DETAIL <br />NO SCALE <br />EXISTING 2X PRESSURE <br />TREATED SILL PLATE <br />NEW SHEAR WALL <br />SHEATHING PER <br />3/S6.0 <br />I <br />I <br />SIMPSON HDU <br />MINI � PER PLAN <br />I i <br />EXISTING <br />CONCRETE STEM <br />rB. <br />I <br />I <br />I I <br />I I <br />EXISTING CONCRETE FOOTING <br />(EXISTING REINFORCEMENT <br />NOT SHOWN) <br />ANCHOR BOLT RETROFIT <br />NO SCALE <br />NEW SHEAR WALL <br />SHEATHING PER 3/S6.0 <br />EXISTING 2X STUD WALL <br />NEW "' ANCHOR BOLT @ 12" O.C. <br />W/ 0.229"X3"X3" PLATE WASHER TO <br />EXISTING CONCRETE W/ SIMPSON <br />SET-3G (ESR 4057), SPECIAL <br />INSPECTION REQUIRED (PLATE <br />WASHER MUST BE PLACED WITHIN 2" <br />OF SHEATHING)(MINIMUM 3 BOLTS <br />PER SHEAR WALL) <br />EXISTING <br />REINFORCEMENT TO <br />REMAIN INTACT, TYP <br />EXISTING CONCRETE <br />SLAB TO REMAIN <br />INTACT <br />ANCHOR BOLT <br />Le (EMBEDMENT LENGTH) <br />HOLDOWN <br />SIDS SCREWS <br />MID WALL <br />GARAGE <br />MID WALL <br />GARAGE <br />/CORNER <br />CURB <br />/CORNER <br />CURB <br />HDU2 <br />SSTB16 <br />SSTB20 <br />12"' <br />16"' <br />(6) a X 22 SIDS <br />O <br />OR PMrTl C <br />EXCEPT TIE LORD BUILD THE HOUSE, <br />THEY LABOR IN VAIN TYAT BUILD IT <br />M ter 651 NPH W S011E 210 <br />CORONA, C A 128N <br />D t : lei. (909 m-1385 <br />NOTES: eo9ioeerio9solutloos,iDfo@gmoil.com <br />L <br />1. MINIMUM EDGE DISTANCE IS 1"'. MINIMUM END DISTANCE IS 5" FOR SSTBs, AND SB1X30; 4"' FOR SB5/8X24 <br />2. S131X30 REQUIRES FOOTING WIDTH TO BE 18" WIDE. <br />HOLDOWN TABLE <br />NO SCALE <br />Drawings and written material appearing herein constitute <br />original and unpublished work of IS Egineering Solutions and <br />may not be duplicated used or disclosed without written <br />consent of IS Engineering Solutions. <br />Q�OFESS/0/v <br />c <br />George F Endrawes <br />Of C916 5 <br />PROJECT: <br />GARAGE CONVERSION <br />TO ADUs <br />PROJECT ADDRESS: <br />1313 N SPURGEON ST. UNIT A-H, <br />SAN TA AN A, CA 92701 <br />1322 FRENCH ST, <br />SAN TA AN A, CA 92701 <br />No. Date Issue <br />Project No. 282023 <br />scale NOTED <br />Drawing T i t I e: STRUCTURE DETAILS <br />DESIGNED BY: G.E. <br />CHECKED BY: <br />DATE: <br />11/12/2025 <br />Drawing No <br />S3"i <br />