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A <br />B <br />1 2 3 <br />GARAGE ADU CONVERSION <br />2120/2124 N ROSS ST <br />SANTA ANA, CA, 92706 <br />25-1022 <br />6/16/2025 <br />3/8" = 1'-0" <br />S103 <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 />WALL FRAMING <br />PLAN <br />1 2 3 <br />A <br />B <br />N <br />SHEAR WALL SCHEDULE <br />Panel Size Edge Nailing Field Nailing Edge Hold <br />downsX <br />TYP 16 WSP 7/16"6" - 8D 12" - 8D <br />1. Use 3"x3"x0.229" steel plate washers between anchor bolt and sill plate. Regardless of spacing, anchor bolts to <br />occur within 2'-0" of shear wall end and min (2) anchor bolts per sill plate on ground floor. <br />2.Where required, drill into existing footing to grout anchor bolts using Simpson SET-3G High-Strength Epoxy <br />Adhesive (ICC-ES ESR-4057). Achieve embedment depth of 8". <br />3. Attach HDU2 to new footings per DETAIL 19/S106. <br />4. Block all shear walls <br />5. WSP sheathing may be applied to interior or exterior face of walls where indicated <br />6.Restoring moment due to dead load is greater than overturning moment due to seismic load <br />Sill Plate1,2LRFD Design <br />Strength (plf) <br />380 <br />HDUE3 <br />1/2" dia. anchor bolt <br />every 4' o.c. <br />TYP 2 WSP 7/16"6" - 8D 12" - 8D 380 <br />N/A <br />1/2" dia. anchor bolt <br />every 4' o.c. <br />HEADER SCHEDULE <br />A 4x4 Douglas Fir <br />No.2 1 - 2x4 <br />Header Size Jack Studs Trimmers <br />1 <br />Material <br />B 4x4 14x6Douglas Fir <br />No.2 <br />C 4x4 14x8Douglas Fir <br />No.2 <br />D 4x4 1 <br />STATEMENT OF SPECIAL INSPECTION <br />THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED IN FULFILLMENT OF THE <br />REQUIREMENTS OF CBC SECTIONS 1704 AND 1705. <br />SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH <br />THE APPROVED PLANS AND SPECIFICATIONS, THIS STATEMENT AND CBC SECTIONS <br />1704, 1705, 1707, AND 1708. <br />THE BELOW SCHEDULE OF SPECIAL INSPECTIONS SUMMARIZES THE SPECIAL <br />INSPECTIONS AND TESTS REQUIRED. SPECIAL INSPECTORS WILL REFER TO THE <br />APPROVED PLANS AND SPECIFICATIONS FOR DETAILED SPECIAL INSPECTION <br />REQUIREMENTS. <br />ANY ADDITIONAL TESTS AND INSPECTIONS REQUIRED BY THE APPROVED PLANS <br />AND SPECIFICATIONS WILL ALSO BE PERFORMED. <br />SPECIAL INSPECTION FREQUENCY CONTACT <br />BOLTS POST-INSTALLED IN <br />CONCRETE USING <br />EPOXY-BASED ADHESIVE <br />FIRM NAME <br />PERIODIC <br />TBD, <br />REGISTERED <br />DEPUTY <br />INSPECTOR <br />TBD, <br />REGISTERED <br />DEPUTY <br />INSPECTOR <br />(E) 2X4 STUD WALL TO REMAIN. CONVERT <br />TO 1-HR FIRE-RATED WALL PER DETAIL <br />5/S104. INSULATE WITH R-15 <br />(E) 2X4 STUD WALL TO REMAIN. CONVERT <br />TO 1-HR FIRE-RATED WALL PER DETAIL <br />3/S104. INSULATE WITH R-15 <br />B B B <br />B <br />B <br />B <br />B <br />4x10 Douglas Fir <br />No.2 <br />D <br />C <br />41'-10" <br />10'-6"4'-3"5'-0"5'-0"5'-0"3'-9"4'-2" <br />5' <br />- <br />1 <br />1 <br />" <br />5' <br />- <br />1 <br />1 <br />" <br />4' <br />- <br />4 <br />" <br />4'-2" <br />HDUE3TYP 3 WSP 7/16"4" - 8D 12" - 8D 560 1/2" dia. anchor bolt <br />every 4' o.c. <br />1 <br />EXISTING <br />22 2 <br />2 <br />2 <br />3 <br />HDUE3 <br />HDUE3 <br />HDUE3 <br />HDUE3 <br />HDUE3 <br />HDUE3 <br />HDUE3 <br />ATTACH RIDGE BEAM <br />POST TO DOOR HEADER <br />PER DETAIL 9/S104 <br />ATTACH RIDGE <br />BEAM POST PER <br />DETAIL 10/S105 <br />SHEAR WALL WITH NAIL <br />SPACING <4" O.C. (TYP 3)CONTINUOUS <br />TBD, <br />REGISTERED <br />DEPUTY <br />INSPECTOR <br />TBD, <br />REGISTERED <br />DEPUTY <br />INSPECTOR <br />HDUE3HDUE3HDUE3 <br />CS18 strap at <br />reentrant corner <br />21 <br />S106 <br />10 <br />' <br />- <br />6 <br />" <br />1 <br />22 <br />S106 <br />HDUE3 <br />NOTE: <br />INTERIOR NON-LOAD BEARING <br />WALLS ATTACHED TO SLAB PER <br />DETAILS 23/S106 AND 24/S106