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Z <br />VARIES PER PLAN <br />STAIR <br />NOTCHED <br />2x12 TREADS <br />STRINGER I PER ARCH <br />12" OC MAX <br />NO ON PLAN <br />2x6 SISTERED TO 2x12 PER <br />TYPICAL STAIR SECTION <br />GAP (IF REQUIRED) TO SUIT <br />ARCH FINISHES. <br />SCALE, 1" "_ 11o(gll <br />PROVIDE VAPOR <br />BARRIER (BLDG PAPER) <br />AB PER STRUCTURAL NOTES OR <br />PROVIDE HILTI X-DNI (0,145" ) @ 12" <br />OC. EMBED MIN 2" INTO CONCRETE <br />W/ STANDARD STEEL WASHER <br />SHEATHING WHERE NOTED ON PLAN TREATED 2x SILL PLATE <br />SCALE: 1" = 1'-0" <br />DIMENSION PER ARCH DRAWINGS <br />R _ R <br />A. TYPICAL STRINGER TO LOWER LANDING <br />111 11-011 <br />o -v vmAA jrmvj i dvr-r-1i <br />LANDINGS <br />B, TYPICAL STRINGER TO PONY WALL <br />SHEATHING AND NAILING <br />PER PLAN AND SW SCHED <br />TREAD AND <br />RISERS PER ARCH <br />4X12 DF #2 BEAM <br />SIMPSON HUC28-2, <br />EACH STRINGER, WITH C <br />FULL NAILING <br />4 <br />2x12 NOTCHED - -- <br />STRINGER ( ff <br />INTERIOR SHAFT SIDE <br />SCALE. 3/4" v 11-0" <br />ARCH FINISHES <br />WHERE APPLICABLE <br />PL 3/4 x 41/2 x 1'-0" W/ <br />(2) 5/8"0 THRU BOLTS <br />INTO WOOD POST <br />PL 1/2 x 4 x 0'-5 1/2" <br />1 <br />1 <br />f <br />5'-0" PER ARCH <br />f <br />JOIST PER <br />PLAN <br />BLOCKING <br />24"OC <br />NOTE: <br />AT CONCRETE SLAB USE <br />HUC28-2 HANGER W/ (10) <br />1/4" x 1 B/4" TITEN SCREWS <br />COLUMN PER <br />PLAN (64 MIN), <br />TYP AT TIE ROD <br />COUNTERSINK <br />NUT & WASHERS <br />PL 3/4 x 7 x 0'-8" W/ (4) <br />5/8" 0 LAG SCREWS <br />EMBEDDED 5" INTO FULL <br />WIDTH RIM <br />COLUMN PER <br />PLAN (64 MIN), <br />TYP AT TIE ROD <br />Wf4/20 <br />i <br />tl <br />s <br />�I <br />a �I <br />II�I <br />�7 <br />u <br />�L <br />kt <br />� <br />m <br />LLJ <br />SHEET: <br />I <br />�S <br />