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REBUILT REBUILT <br />1 B UNIT 1 BR UNIT <br />101 <br />EXIST UNIT <br />102 <br />EXIST UNIT <br />104 <br />'E) <br />E— SERVICE <br />® ENTRY <br />F <br />REBUILT <br />1 BR UNIT <br />107 <br />REBUILT <br />STUDIO UNIT <br />107A <br />EXIST UNIT <br />108 <br />REBUILT <br />STUDIO UNIT <br />110A <br />u <br />REBUILT <br />1 BR UNIT <br />110 <br />EXIST UNIT <br />103 <br />EXIST UNIT <br />105 <br />WATER <br />HEATER <br />44 STAIR <br />.3 CAPACITY <br />146 <br />120 <br />36 <br />180 <br />158 <br />�♦ <br />m <br />13 <br />SQUARE FOOTAGE INSTITUTIONAL: 26,769 SF / 120 = 224 OCCUPANTS <br />SQUARE FOOTAGE ASSEMBLY: (REFER TO OCC. LOAD CHART) = 276 OCCUPANTS <br />DINING AREAS: <br />136 OCCUPANTS <br />BISTRO AREA: <br />23 OCCUPANTS <br />MULTIPURPOSE ROOM: <br />33 OCCUPANTS <br />LIBRARY <br />7 OCCUPANTS <br />ATRIUM: <br />10 OCCUPANTS <br />ACTIVITIES ROOM: <br />24 OCCUPANTS <br />BEAUTY SALON: <br />3 OCCUPANTS <br />GIFT SHOP: <br />8 OCCUPANTS <br />KITCHEN: <br />7 OCCUPANTS <br />OFFICES: <br />7 OCCUPANTS <br />LAUNDRY: <br />2 OCCUPANTS <br />READING LOUNGE AREAS: 13 OCCUPANTS <br />MECHANICAL ROOM: <br />3 OCCUPANTS <br />FISTD FLOOR TOTAL OCCUPANT LOAD: 435 OCCUPANTS <br />CORRIDOR <br />Out <br />13 0 <br />0 <br />SOI <br />SCREENED PORCH <br />odst <br />44STAIR <br />dW36 <br />.3 <br />CAPACITY <br />146 <br />159 <br />I N 1 <br />Swam <br />EXIT SIGN <br />+ <br />_i��cr1� <br />36 <br />DOOR / STAIR EGRESS WIDTH <br />.15 <br />EGRESS WIDTH UNIT (TABLE 1003.2.3 <br />000 <br />MAXIMUM ALLOWABLE LOAD <br />000 <br />ACTUAL LOAD <br />EXIT DISCHARGE <br />\:.. —J 44 STAIR <br />MEMORY I ®i •3 CAPACITY <br />® UNIT 2BR <br />Fl-2-71 W4 STAIR 92 <br />36 <br />MEMORY __... 180 <br />UNIT <br />92 <br />1-1 Lv <br />�i ll I <br />p p <br />p <br />U <br />1 uY6t sV TYPE W "WB EACH 9uE <br />2d WOOD STUD FRAMON ter =10 <br />o g L) ILOL� <br />a <br />, <br />UNIM R ME E OF 9WAX7U E - BEARING WALL <br />MEMORY <br />� <br />51jY8ATT �ISULATJtON <br />, UNIT 2B <br />118 <br />NON FIRE RATED WALL <br />W2 <br />1 LAYER 1/2" TYPE GWB EACH SIDE <br />2x4 WOOD STUD FRAMING @ 16" O.C. TO <br />� <br />UNDERSIDE OF STRUCTURE - NON -BEARING <br />5 1/2"BAIT INSULATION <br />RATED THR PARTITION IEREE1 <br />1IRE <br />LAYER 5/8"TYPE W GWB EACH SIDE <br />� <br />2x4 WOOD STUD FRAMING @ 16" O.C. <br />STAGGERED w/ 2X6 PLATES TO UNDERSIDE <br />OF STRUCTURE - BEARING WALL <br />INSULATION <br />5 1/2"BAIT . <br />W4 <br />FIRE RATED 1 HR BARRIERS" CMU BEARING <br />WALL WITH U.L. CLASSIFICATION LABEL A <br />ON FURRING TO MATCH EXISTING <br />ADJACENT WALLS. <br />SAFETY PI�ArTAD]ACENT <br />FIRST <br />p�INFILL <br />LM FIRST FLOOR STAIRWELL DOOR <br />1 $GALE: 3/32n = lr-�9R�LIFE <br />OPENINGS <br />nofinw <br />• <br />EXISTING FIRE RATED 1 HR BARRIER E <br />• <br />EXISTING FIRE RATED 1 HR PARTITION <br />FOUSE <br />ARCHITECTURE <br />& ITT MOBS, P.C. <br />3201 S. Cherokee Lane Suite 340 <br />Woodstock, Georgia 30188 <br />Voice 678-391-5365 <br />Fax 678-391-5362 <br />email: rMbusearc httecture.aom <br />® CWftrn 2011 ftme Arrhitachn & Interiors, P.0 <br />%y-4 92. <br />7 <br />AR95932 W <br />Consultants: CIVIL ENGINEER: I <br />41 TIIyt11c7c1N0►EelIZ14�j <br />McVeigh Mangum Engineering Inc <br />340 N Into 1 a 1, Parkway, Sulte 360 <br />Atiantm, GA 30339 <br />Contact: Chad McDonald, P.E. <br />678.213.1616 <br />MEP ENGINEER: <br />McVeigh Mangum Engineering Inc <br />340 N Interstate Parkway, SLft 360 <br />Atlanta, GA 303N <br />Contact: Tony G. Fernandez, P.E. <br />678,213.1616 <br />Job Tide: <br />Sheet Information: <br />Job Number 11002 <br />Original Issue Date 07-24-2012 <br />Issue Dates: <br />No. ISSUE DATE <br />01 PERMIT/CONSTRUCTION 07-24-2012 <br />Sheet: A105 <br />FOR CONSTRUCTION July 20, 2012 <br />