Laserfiche WebLink
WALL FRAMING <br />PLAN <br />NEW DETACHED ADU <br />2039 N VICTORIA DR UNIT #2 <br />SANTA ANA, CA, 92706 <br />24-1055 <br />9/13/2024 <br />1/4" = 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 />A B C <br />1 <br />2 <br />3 <br />1 <br />2 <br />3 <br />A B C <br />39 <br />' <br />- <br />0 <br />" <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 16/S105. <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 />HDU2 <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 4x6 Douglas Fir <br />No.2 1 - 2x6 <br />Header Size Jack Studs Trimmers <br />1 <br />Material <br />B 4x6 16x6Douglas Fir <br />No.2 <br />C 4x6 16x8Douglas Fir <br />No.2 <br />D 4x6 15.25x11.875 2.2E PSL <br />2'-8"2'-8"14'-8" <br />4'4'-5"4'-7" <br />HDU5TYP 3 WSP 7/16"2" - 8D 6" - 8D 935 1/2" dia. anchor bolt <br />every 4' o.c. <br />1 1 <br />2 <br />3 3 <br />18'-10"13'-2" <br />2' <br />- <br />8 <br />" <br />2' <br />- <br />8 <br />" <br />10 <br />' <br />- <br />3 <br />" <br />9' <br />- <br />1 <br />" <br />3' <br />- <br />3 <br />" <br />1 <br />2 <br />2 <br />2 <br />2 <br />HDU2 <br />HDU2 <br />HDU5 <br />HDU2 <br />HDU2 <br />HDU5 <br />12'-4" <br />HDU2 <br />HDU5 <br />HDU5 <br />HDU2 <br />HDU2 <br />HDU2 <br />HDU2 <br />CB46 <br />D <br />C <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />A <br />A <br />A <br />A <br />A <br />4X6 DF NO.2 CEILING BEAM TO <br />SUPPORT SOFFIT WALL TO ROOF <br />(NO ROOF LOAD ON CEILING BEAM) <br />A <br />CONTINUOUS HEADER ACROSS <br />BOTH WINDOWS AND SHEATHING <br />PER DETAIL 10/S105 (NOT INCLUDED <br />IN SHEAR WALL CALCULATIONS) <br />ATTACH BEAM TO 4X6 POST <br />PER DETAIL 9/S104 <br />ATTACH RIDGE BEAM POST TO DOOR <br />HEADER PER DETAIL 8/S104 <br />HDU2 <br />HDU2 <br />N <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 />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 />2039 N Victoria Drive <br />#24/28/2025