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1 F <br />SCALE:NTS. <br />(2)#5 DIAGONAL REINF. 18" LG FOUNDATION(2)#5 HOR. REINF. <br />J BOLT <br />MIN 4X FLUSH BEAM <br />BOT PLATE <br />(2)#5 VER. REINF. <br />FLOOR JOIST PER PLAN <br />W/ LUS HANGER OR <br />PARALLEL TO FLUSH BEAM <br />24" CRAWL SPACE OPNG.24" MIN. <br />36" MIN. <br />4" MIN. BRG. <br />3" <br />MI <br />N <br />. <br />OPENING <br />3" <br />MI <br />N <br />. <br />3" <br />MIN. <br />3" <br />MIN. <br />ADDITIONAL REINF. AROUND CRAWL SPACE OPNG. <br />SIMPSON LUS <br />NOTES: <br />1.LOCATION OF CRAWL ACCESS AS PER ARCH. DWG. <br />2.THE ACCESS OPENING SHOULD NOT BE LOCATED BELOW END POST, HOLDDOWN OR SIMILAR STRUCTURAL <br />MEMBERS. <br />SIMPSON A35 <br />A35 @16" O.C. <br />U.N.O. PER SHEAR <br />WALL SCHEDULE <br />END WALL <br />MIN. 6" <br />SIMPSON SB <br />Le <br />2Le 2Le <br />2X BOT. PLATE <br />POST PER PLAN <br />POST PER PLAN <br />HDU PER PLAN <br />HDU PER PLAN <br />SB SHOWN <br />(SSTB SIMILAR) <br />SB SHOWN <br />(SSTB SIMILAR) <br />SIMPSON SSTB <br />UNDISTURBED <br />NATURAL SOILS OR <br />ENGINEERED FILL <br />16"24" <br />(N) STEMWALL <br />(N) FOUNDATION <br />(E) STEMWALL <br />(E) FOUNDATION <br />#5 BOTTOM <br />AT FOUNDATION <br />(N) FOUNDATION <br />(1)#5 <br />(2)#5 <br />#5 <br />AT STEMWALL <br />(N) STEMWALL <br />(E) STEMWALL <br />(E) FOUNDATION <br />SECTION A <br />A <br />EPOXY - SEE POST INSTALLED <br />ANCHOR NOTES (S0.02) <br />(SPECIAL INSPECTION REQUIRED) <br />16"24" <br />3" <br />#5 BOTTOM <br />AT FOUNDATION <br />UNDISTURBED <br />NATURAL SOILS OR <br />ENGINEERED FILL <br />8"24" <br />(N) STEMWALL <br />(N) FOUNDATION <br />(E) STEMWALL <br />(E) FOUNDATION <br />#5 BOTTOM <br />AT FOUNDATION <br />(N) 12" <br />FOUNDATION <br />(1)#5 <br />#5 <br />AT STEMWALL <br />(N) 8" <br />STEMWALL <br />(E) STEMWALL <br />(E) FOUNDATION <br />SECTION B <br />B <br />EPOXY - SEE POST INSTALLED <br />ANCHOR NOTES (S0.02) <br />(SPECIAL INSPECTION REQUIRED) <br />4"24" <br />(2)#5 <br />#5 BOTTOM <br />AT FOUNDATION <br />8" <br />(E)6" <br />STEM <br />WALL <br />(E)12" <br />FOUNDATION <br />24" <br />4" <br />(E) FOUNDATION TO (N) FOUNDATION CONNECTION C <br />SCALE:NTS. <br />A. MIDDLE CONDITION <br />B. CORNER CONDITION <br />(3)#4 <br />(2)#5 <br />(2)#5 <br />(3)#4 <br />2 <br />SINGLE CURTAIN WALL CORNER AND INTERSECTION DETAILS <br />SCALE:NTS. <br />LS <br />PROVIDE 15M OR <br />VER. WALL REINFORCEMENT <br />SEE WALL SCHEDULE <br />SEE WALL SCHEDULE <br />WHICHEVER IS GREATER <br />ALTERNATE BEND <br />0 <br />3 F <br />3" <br />PROJECT <br />CLIENT <br />0'2'4'8'16' <br />SHEET TITLE <br />922 W PARK LN, <br />SANTA ANA, CA 92706 <br />KAWEHI HOLOMALIA, <br />KEKANI112299@YAHOO.COM <br />FOR FIELD VERIFICATION AND <br />CITY PERMIT ONLY <br />SAZAN INC. <br />77 Waldorf, Irvine, CA 92612 <br />S1.02 <br />TYPICAL FOUNDATION <br />DETAILS <br />07/07/2025 <br />EXP. 06-30-2026