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MAT'L TYP IN STUD cKD WALL w Z IIIo_< PAT/0 SLAB OR PAVING PER CIVIL p ISSUE Town of Vail Permit Set GRADING _ z - o J O cv - wHJ Cwt >: \, PER CIVIL 00 u - RE: PLAN MODULAR Z U HOLD DOWN I\ 118 T. PIER BUILDING y HOLD DOWN HD/ Z CALLOUT ON DRAWN BY: JJP l ° ABOVE CALLOUT ON - / �� PLAN //\\//\�I1I ��/� ° //\\ \ \ \ �� PLAN 1�1_� �� CHECKED BY: MN /��/�� �/� ti /j/%�/���/�� STRAP AND SCREWS 111' E CONSULTANT /\\/\\/ \\/\\ ° >/ \ \\/\ CONCRETE PIER //\\//\\ /\\// a 6&7 \\\� SIZE & PER MODULAR >//\//\/ \// °°? 5.00 /\/\ BUILDING DESIGNER STUD PACK OR PER /1 \ /\\/// REINFORCING POST FLUSH TO II MANUF. 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WIDTHS NATIVE GRADE OR COMPACTED HDU, HDB, AND HIT TYPE AT INSIDE WALL CORNER AT z5.0 STRUCTURAL FILL PER GEOTECH 6 EMBED PLATE HOLD DOWN STRAP CONNECTION DETAIL 7A OUTSIDE WALL CORNER 7B STHD TYPE AT WALL CORNER 7D DEMISING WALL v S5.0 SCALE: 1" = 1'-0" 5.0 5.0 5 CONCRETE PIER & FOOTING DETAIL AT WOOD COLUMN REVISION •3 S5.0 SCALE: 1/2" = 1'-0" N 0 ak HOLD DOWN LOCATION DETAILS 2im ' BEND BARS S5.0 SCALE: %2" = 1'-0" x10" AROUND CORNER /3 HAIRPINS x= WHERE APPLICABLE 0 EMBED PLATE EP/ AROUND EACH PAIR OF BOLTS, EACH M gni __ BEND BARS AROUND 4 EMBED PLATE / DIRECTION, (4) HAIRPINS TOTAL CORNER WHERE CALLOUT ON - i�"- APPLICABLE H PLAN CALLOUT ON c OM PLAN l■IIE>o K11I1 I I EP/ III A.1117 WO S EMBED PLATE - EPS E EMBED --" °' CORNER OF WALt SET FLUSH � ,1.11- TO EDGE OF BEND BARS DOWN AND EXTEND EXTEND HAIRPIN BARS FRAMING OF THROUGH SLAB STEP WHERE THROUGH STEP BEND BARS DOWN AND EXTEND IIIMODULAR UNIT APPLICABLE THROUGH SLAB STEP WHERE 1%" 0 15/8" ABOVE APPLICABLE D 8A AT OUTSIDE WALL CORNER 6 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- 9 MOMENT FRAME BASE PLATE ISSUE DATE 05/30/17 8 HOLD DOWN EMBED PLATE LOCATION DETAILS S5.0 SCALE: 1/2" = 1'-0" v S5.0 SCALE. %2" = 1'-0" TOWN OF VAIL SHEET NO. 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