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SIM SIM <br />H0�2 <br />L <br />FOUNDATION PLAN <br />SYMBOLS CITY OF <br />I (S, <br />XXX ETA[ I SI=Wng and E <br />OEYNOTE NUMBER <br />XX <br />HEAR WALL, TYPE & LENGTH PER PLAN <br />OO ( EFER TO DETAIL 1/SNCHEDULE) <br />( 2 F R S <br />) FOOTING p p r <br />)FOROR PERMI <br />0 FAD FOOTING PER SCHEDULE <br />PAD FOOT Nq SCLjED E <br />P1 24" SQ. 1 �ia�/� • 4, B.E.W. <br />P2 24" SQ. 18" DEEP w/ (3) #4, T&B, E.W. <br />FOUNDATION NOTES <br />1. REFER TO SHEET SN-1 FOR ADDITIONAL INFORMATION. <br />2. THE SOILS ENGINEER MUST REVIEW AND APPROVE ALL <br />FOOTING EXCAVATIONS PRIOR TO THE INSTALLATION OF <br />REINFORCING AND CONCRETE. <br />3. HOLDOWN ANCHORS SHALL BE RE -TIGHTENED JUST PRIOR <br />TO COVERING THE WALL FRAMING. <br />4. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR <br />TO CALLING FOR A FOUNDATION INSPECTION. <br />5. ALL BOLT HOLES SHALL BE DRILLED Yz" -yl6" LARGER THAN <br />THE BOLT DIAMETER (12.1.3.2, 2018 NDS) <br />6. THE VAPOR BARRIER UNDER THE SLAB MUST CONFORM TO <br />ASTM E1745-97 AND BE INSTALLED PER ASTM <br />E1643-98(2005) <br />7. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR PRIOR TO <br />STARTING EXCAVATIONS OR ANY GRADING WORK <br />8. EXTEND ALL EXCAVATIONS FOR FOOTINGS BELOW <br />NATURAL GRADE AS SHOWN ON STRUCTURAL DRAWINGS <br />9. ALL EXCAVATIONS FOR FOOTINGS MUST BE INSPECTED AND <br />APPROVED BY INSPECTOR PRIOR TO POURING OF <br />CONCRETE <br />10. ALL FILL SHALL BE PLACED IN MAXIMUM 2" LAYERS AND <br />COMPACTED TO 90% DENSITY TO SUPPORT FOOTINGS <br />11. SILL PLATES SHALL BE MIN. 8" ABOVE GRADE <br />12. FOR SLAB ON GRADE CONSTRUCTION, SCARIFY TOP 12" OR <br />RECOMPACT 4' OVER EXCAVATION PRIOR TO TRENCHING <br />FOR THE UTILITY AND/OR FOUNDATION. 90% COMPACTION <br />REPORT IS REQUIRED AT THE TIME OF FOUNDATION <br />INSPECTION. DAMP PROOFING, BASE COURSE AND <br />PRE -SATURATION ARE REQUIRED. <br />13. FIELD CUTTING ENDS, NOTCHES AND DRILL HOLES IN <br />PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE <br />FIELD IN ACCORDANCE WITH AWPA M4. <br />14. REFER TO DETAILS 13 & 14/SN2 FOR REBAR BENDS, SPLICES, <br />LAPS AND TYPICAL FOOTING INTERSECTION DETAILS <br />TA.A <br />ui din L enc <br />JJS STRUCTURAL <br />INCORPORATED <br />i mpic Drive <br />iL each, CA 92E 46 <br />9 6- 6 7 7 2 <br />-I <br />!yVo. C67712 <br />.6xp. 06/30/25 <br />r CiVi_ <br />OF r OO .Q <br />RESTRICTIVE NOTICE <br />OF 1JS STRUCTURAL, INC. AND MAY NOT BE <br />REPRODUCED WITHOUT THE WRITTEN <br />CONSENT OF AN OFFICER OF OUR FIRM. THE <br />PLANS ARE ONLY TO BE USED FOR THIS <br />SPECIFIC PROJECT AND ARE NOT APPLICABLE <br />TO ANY OTHER STRUCTURE. <br />REVISIONS I DATE <br />A PLAN CHECK 03/17/25 <br />�O <br />0 <br />r\ <br />N <br />Q <br />V <br />c <br />Q <br />c <br />to <br />v <br />v <br />cn <br />O <br />C <br />O <br />v <br />rn <br />+� <br />4-J <br />QN <br />t <br />U <br />O <br />11 <br />U <br />O <br />0_ <br />Q <br />o <br />Z <br />Lrn <br />M <br />N <br />„ <br />i- <br />Q <br />C <br />C" <br />C <br />C <br />Ql <br />Qr <br />a)N V <br />JOB NO.: 24058 <br />ISSUE DATE: 11/07/24 <br />SCALE: 1/4" = 1'-0" <br />SHEET NO. <br />S-1 <br />