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WIDTH / NATIVE GRADE OR COMPACTED5 0 5.0 5.0 STRUCTURAL FILL PER GEOTECH 6 EMBED PLATE HOLD DOWN STRAP CONNECTION DETAIL ;; S5.0 SCALE: 1" = 1'-0" o 5 CONCRETE PIER & FOOTING DETAIL AT WOOD COL UMN REVISION 'E S5.O SCALE. 1/2" = 1'-O" AI HOLD DOWN LOCATION DETAILS ii S5.0 SCALE. 1/2" = 1'-0" 20 BEND BARS 7, 10"71e 0 x #3 HAIRPINS x= WHERE APPLICABLE Z EP/ / AROUND EACH PAIR OF BOLTS, EACH M MI _ BEND BARS AROUND = EMBED PLATEEMBED PLATE DIRECTION, (4) HAIRPINS TOTAL - — __ CORNER WHERE CALLOUT ON - i1;- APPLICABLE CALLOUT ON PLANii / PLAN l■II[> m 11111 11 EP/ 0 A■IR !71 11 _ • EMBED PLATE - EDGE OF EMBED --" So SET FLUSH TO PLATE SET FLUSH as � EXTEND HAIRPIN BARS I m — TO EDGE OF BEND BARS DOWN AND EXTEND CORNER OF WALL FRAMING OF THROUGH SLAB STEP WHERE THROUGH STEP BEND BARS DOWN AND EXTEND MODULAR UNIT APPLICABLE THROUGH SLAB STEP WHERE l2 15/8" p 1%" ABOVE APPLICABLE d D 8A AT OUTSIDE WALL CORNER a 5.0 9A PLAN VIEW 9B ELEVATION VIEW 5.0 5.0 8B AT DEMISING WALL ANCHOR REINFORCEMENT AT 5.0 PROJECT NUMBER 2015-453.001 g MOMENT FRAME BASE PLATE 8 HOLD DOWN EMBED PLATE LOCATION DETAILS S5.0 SCALE 1/2" = 1'-0" ISSUE DATE 04/25/2017 FOUNDATION SHEET NO. a S5 .0 SCALE.• %2" = 1'-0" 0 r.N PERMIT SET S 5 . 0 2