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CITY OF SANTA ANA <br />Planning and Building Agency <br />FOUNDATION NOTES <br />1. CONCRETE STRENGTH SHALL BE MINIMUM 2500 PSI . <br />2. ALL HOEDOWNS SHALL BE INSTALLED ACCORDING TO SIMPSON STRONG -TIE SPECIFICATIONS AND <br />REQUIREMENTS OF ICC ES REPORT #ESR-2330 AND LARR #25720. <br />3. ALL FOOTINGS SHALL BE FOUNDED IN UNDISTURBED SOIL PER CODE, A MINIMUM OF 24" INTO <br />COMPETENT BEARING MATERIALS, NATURAL SOILS OR COMPACTED FILL. SEE SOIL REPORT WHERE IT <br />IS REQUIRED. <br />4. THE FOLLOWING APPLIES TO ALL SHEAR WALLS WITH A SHEAR VALUE GREATER THAN 350 PLF. <br />THESE WALLS SHALL BE CLEARLY IDENTIFIED ON THE PLANS AND PROVIDE WITH THE FOLLOWING: <br />(TABLE 2306.4.1 FOOTNOTE 8) <br />a. 3x FOUNDATION SILL PLATES <br />b. 3x STUDS AND BLOCKS BETWEEN ADJACENT PANELS. <br />c. 1 /2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING. <br />d. ALL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED. <br />e. FOR THE ANCHOR BOLTS IN SHEAR WALL SILL PLATE, PROVIDE .229"x3"x3" PLATE WASHERS <br />WITH SLOTTED CUT <br />f, HOLE AS AS PER 2305.3.11 OR AS SPECIFIED ON THE TABLE 2305.3.11 FOR NON -SLOTTED CUT <br />PLATE WASHERS. <br />5. VERIFY MINIMUM FOUNDATION DEPTH, WIDTH, REINFORCING STEEL AND ADDITIONAL EXPANSIVE SOIL <br />REQUIREMENTS WITH VALID SOILS REPORT (WHERE IT IS REQUIRED) AND IF ANY MORE RESTRICTIVE <br />THEY SHALL SUPERSEDE THE ABOVE MINIMUMS. <br />6. FOUNDATION DRAWING SHALL REFLECT THE STRUCTURAL REQUIREMENT ONLY. ALL BUILDING <br />DIMENSIONS SHOWN ON THE PLANS HAVE BEEN DETERMINED BY THE ARCHITECT. REFER TO <br />ARCHITECTURAL PLANS FOR DIMENSIONS NOT SHOWN. ACCURACY OF THE DIMENSIONS AND FINAL FIT <br />OF THE BUILDING SHALL BE REVIEWED BY THE ARCHITECT AND THE CONTRACTOR PRIOR TO <br />CONSTRUCTION. <br />F <br />(E) CF <br />101 <br />LEGEND: <br />CF-1 <br />18" WIDE X 24" DEEP W/ 2-#4 BARS TOP & BOTTOM <br />7. <br />TO REPLACE MISSING OR DISLOCATED 5/8" DIAMETER ANCHOR BOLTS, USE 5/8" DIAMETER THREADED <br />REFER TO FOUNDATION DESIGN DIAGRAM <br />THIS DWG. <br />RODS EMBEDDED MIN. 7" INTO CONCRETE WITH SIMPSON STRONG -TIE "SET-XP" EPDXY. SPECIAL <br />INSPECTION IS REQUIRED DURING INSTALLATION. FOLLOW MANUFACTURER'S RECOMMENDATIONS, ICC ES <br />1'-6" SQ. x 18" DEEP PAD FOOTING <br />W/ 2-#4 E.W. @ <br />#ESR-2508 AND LARR #25744. <br />F1 <br />BOTTOM. SEE 16/S2.0 <br />8. <br />SEE 8/S3.0 FOR SHEAR WALL SCHEDULE. <br />9. <br />HOLDOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND <br />F2 <br />2'-6" SQ. x 24" DEEP PAD FOOTING <br />W/ 3-#4 E.W. @ <br />HOLDOWNS SHALL BE TIGHTENED PRIOR TO COVERING OF WALL. CONNECTOR BOLTS INTO WOOD <br />BOTTOM <br />FRAMING REQUIRE STEEL PLATE WASHERS IN ACCORDANCE WITH TABLE 2305.5 OF THE LA BUILDING <br />CODE. <br />(E)V.I.F <br />EXISTING TO BE VERIFIED IN FIELD. <br />10. <br />HOLDOWN HARDWARE SHALL BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. <br />HPEROSCHED E <br />11. <br />CONTINUOUS INSPECTION BY DEPUTY INSPECTOR IS REQUIRED FOR INSTALLING SIMPSON STRONG WALL <br />1 <br />OR HARDY FRAME HOEDOWNS. <br />INDICATES WOOD POST SIZE & HOLDOWN <br />HOLDOWN -, WD. POST <br />SIZE PER TYP. DETAILS 4,8/S2.0 AND <br />12. <br />IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY BE REQUIRED. <br />SCHEDULE PER 8/S3.0 <br />13. <br />DESIGN FOR EXPANSIVE SOIL OR SUBMIT A SOILS REPORT TO THE GRADING DIVISION PER <br />INFORMATION BULLETIN p/bc 2008-116 AND 91.1805.8 <br />�� <br />INDICATES POST WITH SIZE AND SIMPSON <br />COLUMN <br />BASE CONNECTION HARDWARE PER PLAN <br />AND <br />14. <br />IN THE EVENT EXCAVATIONS REVEAL UNFAVORABLE CONDITIONS, THE SERVICES OF A SOILS ENGINEER <br />DETAIL 3/S4.0 <br />AND/OR GEOLOGIST MAY BE REQUIRED. <br />15. <br />EXCAVATIONS SHALL BE MADE IN COMPLIANCE WITH CAL/OSHA REGULATIONS. <br />- - - - - <br />NEW FOOTING <br />16. <br />NAILS IN PRESSURE TREATED WOOD SILL PLATES SHALL BE HOT DIPPED GALVANIZED, STAINLESS <br />- - - - - <br />STEEL, SILICON BRONZE OR COPPER. [CBC 2304.9.5] <br />17. <br />FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. <br />F <br />EXIST. FOOTING TO REMAIN <br />a <br />FOUNDATON PLAN <br />SCALE: 1 /4" - 1 - 0" <br />2. <br />n <br />4 <br />INDICATES NEW WALL <br />INDICATES EXISTING WALL <br />FJ INDICATES DIRECTION OF WOOD FLOOR JOIST. <br />FJ= FLOOR JOIST 2x- @ 16" O.C. DF-L #2 U.O.N. <br />4X =GIRDER INDICATES GIRDER SIZE (GRADE DF-L #1) <br />_2- 2 X F.J. _ 2-2X FLOOR JOIST OR BLOCKING UNDER NON <br />OR 2- 2 X BLKG. BEARING WALLS ABOVE & AT DRAG STRAPS <br />2 <br />JL.V <br />5 <br />i <br />cv • <br />c> 13 <br />'I <br />S2.0 I x <br />© TYP <br />x I4x8 <br />r <br />LIJ L <br />L <br />17-1 1 1 <br />LI TYP <br />�IU <br />TYP. AT 1 0 <br />JOIST/GIRDER S2. <br />AT FTG. <br />4x18 GIRDER Q 41\ <br />Ir <br />r J 7 <br />I F2 <br />TYP <br />O <br />I <br />I <br />i <br />QF-110 <br />a <br />I <br />GIRDER <br />(YP. <br />LIJ <br />�I <br />I <br />6 <br />S2.0 <br />TYP. AT <br />HOLDOWN <br />AT FTG. <br />4 <br />2 <br />S2.0 <br />n <br />71 <br />L <br />3 <br />4 8 IRDER <br />S2.0 <br />F-1 P. r-1 r� <br />L J L LTJ <br />F1 I <br />O I <br />TYP I / <br />I I '_ b- <br />4 8 I IRP. DER r <br />LIJ 5 IJ 5 1 <br />/ S2.0 <br />TYP, `� •� <br />9 0 <br />-F <br />C -1 S2.0 <br />13 <br />5 5 <br />1 <br />S2.0 <br />12 _ <br />S2.0 <br />FOR P I CE <br />JAI <br />Engineering <br />15041 Genoa Cir, <br />Huntinggton Beach, CA 92647 <br />Master I T: (714) 519-5027 <br />E: atefg®fastructural.com <br />Date: w, w.fastructural.com <br />G.C. TO VERIFY EXISTING FOUNDATION & NOTIFY ENGINEER <br />WITH ANY DISCREPANCIES. <br />Project Name <br />Z <br />Q <br />N <br />W <br />Z <br />= <br />�o <br />00 <br />O <br />Q <br />-� <br />Q <br />OW0 <br />�< <br />Q <br />Z <br />06 <br />uJ <br />3: <br />J <br />Q <br />N <br />O <br />- <br />U <br />cn <br />� <br />J <br />� <br />z <br />QD <br />Q <br />Project ID <br />01-23 <br />Drawing Title <br />DATE <br />R-2 <br />05-14-2025 <br />R.-1 <br />11-07-2024 <br />R-0 <br />08-16-2024 <br />Rev. <br />Desciption <br />Date <br />Drawing No. <br />S-i M0 <br />