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EQ , EQ <br />genFy I <br />IT <br />TI <br />— — I—L <br />II <br />15 <br />1 <br />7 <br />-±_-_±_ <br />___--_- <br />OPENING (PER <br />PLAN) <br />TYP <br />I, <br />PANEL EDGE <br />(WHERE OCCURS) <br />`; :► a 1 <br />OEXISTING 2-2X4 TOP PLATE <br />OEXISTING 2X4 STUDS @ 16" O.C. <br />OEXISTING 2X PRESSURE TREATED SILL PLATE <br />OANCHOR BOLT RETROFIT (SEE DETAIL 8/S3.0) <br />OHOLDOWN WITH ANCHOR BOLT (SEE DETAIL 5/S3.1) <br />OPOST (PER PLAN) <br />OBOUNDARY NAILS (SEE SHEAR WALL SCHEDULE 3/—) <br />�8 FIELD NAILS (SEE SHEAR WALL SCHEDULE 3/—) <br />O2X4 CONTINUOUS BLOCKING <br />10 SHEAR WALL SHEATHING (PER SHEAR WALL SCHEDULE, 3/—) <br />11 EXISTING FOOTING PER PLAN <br />12 DOUBLE STUDS AT EDGE OF PANEL <br />13 EXISTING KING STUD <br />14 4X BLOCKING <br />15 HORIZONTAL STRAP (PER PLAN) <br />16 EXISTING OR NEW HEADER <br />SHEAR WALL ELEVATION <br />Fn Fn Fn Fn onNiri FnrrE <br />AT WINDOW OPENING <br />SHEAR WALL ELEVATION <br />7. ki ZAMI Ih7 1 <br />O2-2X4 TOP PLATE <br />O2X4 STUDS @ 16" O.C. <br />30 2X4 PRESSURE TREATED SILL PLATE <br />OANCHOR BOLTS (SEE SHEAR WALL <br />SCHEDULE) <br />55 HOLDOWN WITH ANCHOR BOLT <br />(PER PLAN) <br />OPOST (PER PLAN) <br />7� 2X4 TRIMMER FOR HEADERS UP <br />TO 4X10 (UNO) <br />2-2X4 TRIMMER FOR 4X12 <br />HEADERS (UNO) <br />80 2-2X4 SILL PLATE AT WINDOWS <br />OSIMPSON A-34 (TOTAL 4) <br />10 HORIZONTAL STRAP (PER PLAN) <br />11 HORIZONTAL SIMPSON CS16 STRAP <br />12 3-20d NAILS <br />13 10d NAILS @ 12" O.C. STAGGERED <br />(FOR 2X4 TRIMMER) <br />20d NAILS @ 12" O.C. STAGGERED <br />(FOR 2-2X4 TRIMMER) <br />14 BOUNDARY NAILS (SEE SHEAR WALL <br />SCHEDULE) <br />15 FIELD NAILS (SEE SHEAR <br />WALL SCHEDULE) <br />16 4X6 BLOCKING <br />17 2X4 CONTINUOUS BLOCKING <br />18 SHEAR WALL SHEATHING (PER <br />SHEAR WALL SCHEDULE) <br />19 HEADER PER PLAN <br />20 FOOTING PER PLAN <br />21 DOUBLE STUDS AT EDGE OF PANEL <br />SHEAR WALL SCHEDULE <br />SHEAR WALL TYPE <br />SHEAR VALUE <br />MATERIAL <br />NAILING (COMMON OR <br />GALVANIZED BOX) <br />MINIMUM FASTENER <br />PENETRATION IN FRAMING <br />TOP PLATE CONNECTOR <br />SILL PLATE CONNECTOR @ <br />SUB —FLOOR <br />5/8" ANCHOR BOLT <br />@ FOUNDATION <br />15/32 WOOD STRUCTURAL <br />EDGE NAILING:Bd @ 6" O.C. <br />1 <br />280 PLF <br />PANELS —STRUCTURAL I OSB <br />FIELD NAILING:Bd @ 12" O.C. <br />1 3/8" <br />SIMPSON A-35 @ 16" O.C. <br />20d @ 6" O.C. <br />24" O.C. <br />SHEAR WALL NOTES: <br />1. IF SHEAR VALUE IS EXCEEDING 350 PLF, SILL PLATES AT FOUNDATION AND AT SUB —FLOOR SHALL BE MINIMUM 3X NOMINAL <br />WIDTH OR 2-2X NOMINAL ANCHORED TOGETHER PER DETAILS. <br />2. ALL BOLT HOLES SHALL BE 1/16" EXCEEDING THE DIAMETER OF ANCHOR BOLTS AND HOLD—DOWNS BOLTS. <br />3. SIMPSON LTP4 NAILED TO BOTH TOP PLATE AND RIM JOISTS MAY BE USED IN LIEU OF SIMPSON A-35 (USE THE SAME <br />SPACING AS A-35) AS SHOWN PER DETAILS. <br />4. PROVIDE 0.229"X3"X3" PLATE WASHER. WASHER MUST BE PLACED WITHIN 2" OF SHEATHING. <br />5. IF NEW SHEAR WALL IS INSTALLED ON AN EXISTING STUD WALL, RETROFIT EXISTING SILL PLATE USING 5/8" ANCHOR BOLT <br />WITH 0.229"X3"X3" PLATE WASHER (SPACING PER TABLE ABOVE) USING SIMPSON SET-3G (ESR 4057) TO EXISTING CONCRETE <br />FOOTING WITH MINIMUM 7" EMBEDMENT IN EXISTING CONCRETE (SPECIAL INSPECTION IS REQUIRED). <br />6. USE DOUBLE STUDS OR 3X NOMINAL WIDTH STUD, AND STAGGERED NAILING AT ADJOINING PANEL EDGES. <br />7. PROVIDE 1/2" MINIMUM EDGE DISTANCE FOR ALL EDGE NAILING AND NAILING AT ADJOINING PANEL EDGES. <br />8. SPECIAL INSPECTION WILL BE REQUIRED IF EDGE NAILING SPACING IS LESS THAN OR EQUAL TO 4" O.C. <br />JOISTS PER PLAN, TYP <br />SHEAR WALL SCHEDULE <br />wiv I111UvU. �n 01FCU I I-'LFC rLHIV `VVn LfCL I I <br />BLOCKING, TYP OCCURS) W/ TWO ROW OF 8 SQ.FT. MINIMUM SHEET AREA <br />BOUNDARY NAILS <br />DIAPHRAGM SCHEDULE <br />DIAPHRAGM LOCATION <br />MATERIAL <br />NAILING (COMMON) <br />MINIMUM FASTENER <br />PENETRATION IN FRAMING <br />ROOF DIAPHRAGM <br />15/32 WOOD STRUCTURAL <br />BOUNDARY NAILING:10d @ 6" O.C. <br />1 1/2" <br />PANELS —STRUCTURAL I CDX <br />EDGE NAILING:10d @ 6" O.C. <br />FIELD NAILING:10d @ 12" O.C. <br />ROOF AND FLOOR DIAPHRAGM NOTES: <br />1. MINIMUM NAILING EDGE DISTANCE IS 3/8". <br />2. ALL DIAPHRAGMS SHALL BLOCKED. <br />3. ALL SHEETS SHALL BE STAGGERED AS SHOWN. <br />ROOF DIAPHRAGM DETAIL <br />BOUNDARY NAILING AT <br />THE PERIMETER OF <br />THE DIAPHRAGM <br />ROOF OR FLOOR <br />SHEATHING <br />CONTINUOUS 2X <br />BLOCKING AT ALL <br />UNSUPPORTED EDGES, <br />TYP <br />CONTINUOUS JOIST @ <br />ALL SHEET EDGES, TYP <br />FIELD NAILING @ INTERIOR <br />SUPPORTS, TYP <br />RIM JOIST PER <br />PLAN <br />P�ajnnnui <br />OR C <br />PMrTl <br />EXCEPT TIE LORD BUILD THE HOUSE, <br />THEY LABOR IN VAIN TYAT BUILD IT <br />M ter Ib.51 R I M P A 0 AVE, SO11E 210 <br />CORONA, C A 12819 <br />D t : lei. (909�560-1385 <br />eol iDeeriol solufioos.iDfo@gmoil.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 />Q�'OVESSIONq� <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 TitIe:STRUCTURE DETAILS <br />DESIGNED BY: G.E. <br />CHECKED BY: <br />DATE: <br />11/12/2025 <br />Drawing No <br />S6,,O <br />NO SCALE <br />NO SCALE <br />