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BOTTOM OF <br />EXISTING BEAM <br />P <br />15/32 WOOD STRUCTURAL <br />23/32 WOOD STRUCTURAL <br />PANELS —STRUCTURAL I OSB <br />PANELS—STRUD—I—FLOOR APA <br />EDGE NAILING:8d @ 6" O.C. <br />RATED SHEATHING TONGUE <br />FIELD NAILING:8d @ 12" O.C. <br />SHEAR WALL SHEATHING <br />(SEE SHEAR WALL <br />AND GROOVE <br />BOUNDARY NAILING:10d @ 6" O.C. <br />80" MINIMUM <br />CLEAR TO BOTTOM <br />SCHEDULE 3/S6.0) <br />EDGE NAILING:10d @ 6" O.C. <br />OF EXISTING BEAM <br />NEW s"ANCHOR BOLT @ 32" <br />FIELD NAILING:10d @ 12" O.C. <br />O.C. W/ 0.229"X3"X3" PLATE <br />NEW POST <br />WASHER TO EXISTING <br />PER PLAN <br />CONCRETE W/ SIMPSON <br />0.157" DIA SIMPSON PDPA @ 16" <br />2X DFL NO.1 PRESSURE <br />SET-3G (ESR 4057), SPECIAL <br />O.C. W/ 1 "' MIN EMBEDMENT <br />TREATED JOISTS @ 16" O.C. <br />NEW 2X PRESSURE <br />INSPECTION REQUIRED (PLATE <br />2X @ 16" STUD WALL <br />ICC—ESR 2138 <br />( ) <br />(LEVEL WITH EXISTING <br />EXISTING <br />TREATED SILL PLATE <br />WASHER MUST BE PLACED <br />WITHIN "' OF SHEATHING) <br />NEW HD PER PLAN <br />CONCRETE SLAB) <br />X CONCRETE SLAB <br />Q <br />NEW 2X PRESSURE <br />51, <br />Ln <br />M <br />NEW CONCRETE STEM <br />BLOCKING (FULL LENGTH <br />GR36) W/ NUTS AND WASHERS <br />— — — — — — — <br />TOP OF NEW STEM <br />TO MATCH TOP OF <br />OF SHEAR WALL) <br />2X4 PRESSURE TREATED <br />EXISTING SLAB ON <br />o 0 0 0 0 <br />D <br />EXISTING STEM ON <br />ROUGHEN EXISTING <br />CONCRETE SURFACE TO <br />SILL PLATE <br />GRADE <br />BOTH SIDES <br />a' AMPLITUDE <br />EXISTING 2X PRESSURE <br />TREATED SILL PLATE <br />EXISTING CONCRETE <br />SLAB 0 REMAIN <br />T <br />\ <br />B N <br />INTACT <br />/ <br />FINISH GRADE <br />//� <br />r <br />_ _ _ _ _ _ _ B.N_ <br />B.N. _ <br />_ _ _ — _ _ <br />SIMPSON A24 @ 16" O.C. BOTH <br />SIDES (ALTERNATING AS SHOWN) <br />#5 CONTINUOUS <br />/ <br />6„ <br />///.�/// <br />_ _ _ _ _ _ _ _ _ <br />_ _ _ <br />_ _ _ _ — _ <br />_—_O <br />\j\�'�� <br />/��/ <br />\/\�/'�� <br />/��/ <br />_ <br />W"'X24" TITEN HD SCREWS TO <br />CONCRETE SLAB, ESR-2713 AND <br />EXISTING <br />CONCRETE BEAM <br />(2) 0.148 NAILS TO JOIST, TYP <br />CURB <br />SEE DETAIL 4/— <br />#4 DOWEL @16"O.C. <br />SEE ,DETAIL <br />/ TYP <br />EXISTING CONCRETE <br />SLAB ON GRADE <br />EXISTING CMU <br />W/SIMPSON SET—XP <br />— — <br />RETAINING WALL <br />(ESR 2508),SPECIAL <br />EXISTING <br />INSPECTION REQUIRED <br />REINFORCEMENT TO <br />EXISTING CONCRETE <br />EXISTING CONCRETE FOOTING <br />REMAIN INTACT, TYP <br />FOOTING <br />(EXISTING REINFORCEMENT <br />NOT SHOWN) <br />NEW STEM DETAIL <br />POST CONNECTION DETAIL <br />TYPICAL NON BEARING PARTITION WALL <br />FLOOR LEVELING DETAIL <br />2 <br />3 <br />4 <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />WHERE STUCCO IS APPLIED <br />OVER SHEATHING, PROVIDE <br />2—LAYERS GRADE "D" <br />PAPER UNDER LATH <br />NEW SHEAR WALL <br />SHEAR WALL SHEATHING <br />2X @ 16" <br />SHEATHING PER 3/S6.0 <br />(SEE SHEAR WALL <br />STUD WALL <br />O.C. <br />SCHEDULE 3/S6.0) <br />EACH WAY <br />EXISTING 2X STUD WALL <br />2X4 PRESSURE TREATED SILL <br />NEW "' ANCHOR BOLT @ 24" O.C. <br />NEW FOOTING <br />EXISTING FOOTING <br />PLATE W/ "'X14" ANCHOR BOLT <br />W/ 0.229"XYXY PLATE WASHER. <br />cn <br />CONCRETE SLAB <br />ON GRADE <br />EXISTING 2X PRESSURE <br />TREATED SILL PLATE <br />W/ 0.229"X3"X3" PLATE WASHER <br />EXISTING CONCRETE W/ SIMPSON <br />TO <br />WASHER MUST BE PLACED WITHIN <br />COONISOTRUCTION NAL JOINT <br />SET-3G (ESR 4057), SPECIAL <br />INSPECTION REQUIRED (PLATE <br />>>> <br />z OF SHEATHING (FOR ANCHOR <br />BOLT SPACING, SEE SHEAR WALL <br />6„ <br />¢ <br />z <br />4" CONCRETE SLAB ON GRADE, <br />I <br />WASHER MUST BE PLACED WITHIN <br />z <br />2" <br />ROUGHEN EXISTING CONCRETE <br /># 5 DOWEL TO EXISTING <br />FOOTING W SIMPSON SET-3G <br />/ <br />SCHEDULE 3 S6.0 <br />/ ) <br />CURB <br />m < <br />� <br />SEE TYPICAL SLAB ON GRADE <br />1 <br />=::....:..:::,;:.:.:.::.::::><:<::::::.:.::::;:;,>>:.:.; ;:.:.....::.;::: :'::',:; <br />;::•::':;:::.:,;::.;:.:,::,::..:::`..<.,.::., <br />OF SHEATHING)(MINIMUM 3 BOLTS <br />PER SHEAR WALL) <br />SURFACE TO a AMPLITUDE <br />z <br />c� <br />DETAIL PER DETAIL 7/— <br />} <br />`� <br />36 <br />6" <br />(ESR 4057),SPECIAL <br />INSPECTION REQUIRED (2 TOP <br />#5 CONTINUOUS <br />�'N <br />o Q <br />F, <br />(EXTEND SLAB REINFORCEMENT <br />INTO FOOTING) <br />B.N. <br />& BOTTOM, TOT 4) <br />z <br />\//j//� <br />\ <br />f <br />FINISH GRADE <br />5E <br />B.N. <br />—-------- <br />\//�//\ <br />C)z <br />2 LAYERS OF SAND <br />FINISH GRADE <br />GRANULAR MATERIAL <br />ow� n <br />0 0:.....:.......,.: <br />(CRUSHED ROCK) <br />NEW FOOTING/\//� <br />10—MIL POLYETHYLENE <br />— — <br />36" /.� <br />REINFORCEMENT <br />c� <br />PLASTIC OVERLAPPED A <br />SEE DETAIL 2/— PLAN <br />MINIMUM OF 6" <br />' <br />#4 r__ DOWEL @ 16" O.C. <br />EXISTING CONCRETE FOOTING <br />2—#5 TOP AND 2—#5 <br />(EXISTING REINFORCEMENT <br />3" CLR <br />BOTTOM (TOTAL 4) <br />NOT SHOWN) <br />TYP <br />1'-0" <br />CONTINUOUS CONCRETE <br />FOOTING <br />EXISTING TO NEW FOOTING <br />DETAIL <br />EXTERIOR FOOTING <br />TYPICAL SLAB ON GRADE <br />DETAIL <br />ANCHOR BOLT <br />RETROFIT <br />5 <br />6 <br />8 <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />#4 @ 16" O.C. DOWEL TO <br />0.157" DIA SIMPSON PDPA @ 16" <br />PRESSURE <br />TREATED POST <br />EXISTING FOOTING W SIMPSON <br />/ <br />SET-3G (ESR 4057) SPECIAL <br />REMOVE EXISTING <br />CONCRETE STEM <br />O.C. W/ 1 "' MIN EMBEDMENT <br />PER PLAN <br />INSPECTOR REQUIRED <br />REMOVE EXISTING <br />CONCRETE STEM <br />2X @ 16" STUD WALL <br />(ICC—ESR 2138) <br />HOT DIPPED <br />GALVANIZED <br />NEW SLAB ON GRADE PER <br />EXISTING CONCRETE <br />SIMPSON CB <br />7/— <br />EXISTING CONCRETE <br />SLAB ON GRADE <br />SLAB ON GRADE <br />2X4 PRESSURE TREATED <br />4" CONCRETE SLAB ON <br />CONCRETE PAD <br />V17 <br />SILL PLATE <br />GRADE, SEE "TYPICAL SLAB <br />ON GRADE DETAIL", PER <br />--——————— <br />--------- <br />DETAIL 7/— <br />FINISH GRADE <br />//\ <br />� <br />(4) #4 EACH <br />WAY (TOTAL 8) <br />30" <br />ROUGHEN EXISTING <br />3" CLR <br />TYP <br />CONCRETE SURFACE TO <br />EXISTING CONCRETE FOOTING <br />EXISTING CONCRETE FOOTING <br />24" SQUARE <br />4" AMPLITUDE <br />(EXISTING REINFORCEMENT <br />(EXISTING REINFORCEMENT <br />NOT SHOWN) <br />NOT SHOWN) <br />NEW SLAB TO EXISTING <br />FOOTING <br />DETAIL <br />EXISTING CONCRETE STEM REMOVAL DETAIL <br />TYPICAL NON BEARING PARTITION WALL <br />CONCRETE PAD <br />9 <br />1 0 <br />11 <br />12 <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />11 <br />nin�Bu <br />genFy I <br />R Pm I C <br />01-T, <br />EXCEPT TIE LORD BUILD THE HOUSE, <br />THEY LABOR IN VAIN TYAT BUILD IT <br />i ter 651 RIUPAU AVE, SUIiE 210 <br />CORONA, C A 92819 <br />t 1eL (909�560-1J85 <br />eogioeeriogsolulioos.iofo0gmail.com <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 />VOVESS/44q <br />c <br />George F Endrowes <br />Of C91685 <br />0 <br />PROJECT: <br />N <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 TitIe:STRUCTURE DETAILS <br />DESIGNED BY: G.E. <br />CHECKED BY: <br />DATE: <br />11/12/2025 <br />Drawing No <br />