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SIh <br />Stair Section <br />1 /4" = 1'-0" <br />Stair Plan - Second Floor Plan <br />Third Floor Similar <br />4 <br />A8.11 <br />10'-9" <br />1 3/4" 1 3/4" <br />2'-6 3/4" T-10 3/4" <br />DO <br />WW-25 0� <br />o ' � <br />p <br />I� - - -- l <br />II !III III II <br />II li!I III III <br />n i!I <br />1----------IUI -- -- <br />�I <br />11 illl l II <br />- — — — — — — — F�---__----III <br />ill! <br />----------- <br />�NII1111 <br />lkI-_---__ � <br />----------- <br />II I! III I <br />-�r�- <br />UP <br />6-0 1/4" IA 4'-61/4" <br />--------1�7 -r--- ir--- cWW-_111�5--- <br />4'-4 3/4" 6-0 3/4" <br />13/4" 1 3/4" <br />1 /4" = 1'-0" <br />M <br />v <br />M <br />in <br />c� <br />uQl <br />< <br />Q <br />0 <br />w <br />N W <br />50 N _ <br />0 - <br />U_ W <br />0 U) <br />Z O✓ <br />O <br />U N <br />LU <br />O <br />H <br />O <br />0 <br />J <br />LL <br />f-- <br />LL <br />CV <br />LO <br />SHEET NOTES <br />A REFER TO SHEET A1.03 FOR GENERAL NOTES <br />B REFER TO SHEET A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES <br />C REFER TO SHEETS A9.11 AND A9.21 FOR DOOR AND WINDOW <br />SCHEDULES <br />D CONTRACTOR AND STAIR MFR TO FIELD VERIFY FLOOR HEIGHT AND <br />NUMBER OF RISERS INDICATED ON DRAWINGS <br />E CONTRACTOR AND STAIR MFR SHALL BE RESPONSIBLE FOR BRACING OF <br />STAIR INDEPENDENT OF BUILDING TO PROVIDE STABLE STAIR <br />INSTALLATION, VERIFY ALL STAIR AND STAIR ENCLOSURE DIMENSIONS <br />IN FIELD PRIOR TO FABRICATION <br />F RAILINGS, HANDRAILS, AND GUARDRAILS SHALL BE ALUMINUM, REFER <br />TO SPECIFICATION 055213, SEPARATE DISSIMILAR METALS WITH <br />NEOPRENE GASKET / RUBBER MASTIC COMPOUNDS <br />G REFER TO SHEETS A5.10 AND A5.20 FOR ARCHITECTURAL SLAB PLANS <br />WITH GROUND FLOOR SPOT ELEVATIONS, UPPER FLOOR SPOT <br />ELEVATIONS ARE DENOTED FROM TOP OF UNIT GYPSUM TOPPING, <br />REFER TO SECTIONS AND DETAILS <br />H NO FIELD WELDING ON STRINGERS, RISERS, OR RAILS <br />KEYNOTES <br />01 1-1/2" DIA HANDRAIL MOUNTED AT 36" ABOVE STAIR THREAD NOSING, <br />INSTALLED TO PROVIDE MIN 2-1/4" SPACE BETWEEN HANDRAIL AND <br />FINISHED WALL AND TO RESIST 200 PLF IN ALL DIRECTIONS. <br />02 42" HIGH ALUMINUM GUARDRAIL WITH VERTICAL PICKETS SPACED SUCH <br />THAT A 4 INCH SPHERE CAN NOT PASS THROUGH, ALL ENDS ATTACHED <br />TO WALL, REFER TO SPECIFICATION SECTION 055213, COLOR SELECTED <br />BY OWNER, CONTRACTOR TO SUBMIT SIGNED & SEALED SHOP <br />DRAWINGS FOR REVIEW <br />03 HANDRAIL EXTENSION, EXTEND 12" MINIMUM AT TOP LANDING, EXTEND <br />EQUAL TO DEPTH OF TREAD AT BOTTOM LANDING, BOTH IN THE SAME <br />DIRECTION OF THE STAIR FLIGHT <br />04 CANE RAIL UNDER STAIRS, RETURN TO WALL. PROVIDE CANE RAIL <br />WHERE HEAD HEIGHT BENEATH STAIR IS < 80" AFF <br />05 STAND PIPE AND ACCESS PANEL, REFER TO CONTRACTOR'S FIRE <br />PROTECTION DRAWINGS <br />06 LOW ROOF, ROOF SLOPE 5:12, UNO, REFER TO ELEVATIONS <br />07 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS, SLOPE SLAB TO DRAIN, <br />PROVIDE CONTROL JOINT AT EACH DRAIN PERPENDICULAR TO <br />CORRIDOR, MOUNTED AT 4-1/2' AFF, UNO <br />08 DOOR PER SCHEDULE <br />09 WINDOW PER SCHEDULE <br />1REVISION 1 - INCLV!f <br />TAIRWALL TO A 2-HOUFROMA PREVIOUSLY DNOT CLOUDED FO <br />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />237 S. Westmonte Drive, Suite 220 <br />Altamonte Springs, FL 32714 <br />407.830.1400 <br />AR97193 <br />www.forumarchitecture.com <br />Zephyr <br />Commons <br />Apartments <br />City of Zephyrhills, FL <br />0 <br />0 09/27/2022 <br />Karen V McIntyre <br />AR0017018 <br />0 <br />E <br />`0 AF�1:1 <br />U <br />Z <br />SET DISTRIBUTIONS: <br />11/24/21 100% DID Set <br />12/23/21 Owner Review Set <br />02/17/22 Permit Set <br />0 SHEET REVISIONS: <br />PROJECT NO. 4097 <br />Building Type I & II - <br />Stair Plans & Section <br />Stair Section <br />1 /4" = 1'-0" <br />Stair Plan - Fourth Floor Shown <br />1/4" = 1'-0" <br />Stair Plan - First Floor Shown <br />1 /41'= 1'-0" <br />A8.11 <br />