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ECH <br />INSULATION PER ENERGY CALCS. <br />/ <br />O 1 X KICK PLATE <br />/ 2X4 RE-INFORCING <br />/ @ EA. 2X12 STRINGER <br />/ <br />1" MAX. <br />10- <br />io / <br />T / <br />I olz <br />/ <br />/ <br />/ <br />%l 42" LOW WALL / <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ o <br />/ <br />/ <br />CL <br />/ STAIR DATA: <br />16 RISERS @7.56" <br />15 TREADS @10"+1" <br />T <br />N <br />0o <br />HALL <br />PTRY <br />I <br />I i <br />I <br />I <br />I <br />: <br />I <br />I <br />,I <br />: <br />�i II I _I <br />I <br />CONCRETE TURNDOWN, SEE - <br />STRUCTURAL DRAWINGS, TYP. <br />STAIR SECTION <br />SCALE: 1/2"=V-0" <br />1 X8 C <br />(RIPP <br />CASII <br />BY SF <br />GYP. <br />2X4 KNEEW <br />BASE BOA <br />PER SPEC <br />SKIRT BOARD / CURB DETAIL <br />SCALE: 1 "= 1'-0" <br />SKIRTBOAF <br />PER SPEC. <br />KN E EWALL DETAIL <br />SCALE: 1 "= 1'-0" <br />AT FOOT OF STAIR <br />,4j� ") 12020 <br />;Na 824 <br />OR" a e <br />cr <br />W M <br />I LLB <br />�j00H <br />WOCQOL <br />Q r <br />3: Lu <br />Q W (— <br />cn W <br />J W <br />x cr- FY <br />Y 0 H Z <br />06LL00C/) <br />z z Z - z <br />cv-ga�� <br />w(L=�� <br />m <br />c/)p0(U <br />� F- <br />cz <br />� \ n <br />O �~ Z <br />Q <br />a <br />O <br />O <br />O <br />U <br />O <br />� <br />i <br />00 <br />F� <br />O <br />� <br />� <br />w <br />o <br />A <br />�••� <br />Q" <br />FBI <br />FQ <br />cn <br />Iwo <br />A <br />U) <br />w <br />w <br />O <br />U <br />G <br />U) <br />06 <br />ra <br />C <br />iZ <br />aaaaa <br />COMMUNITY: <br />UNKS AT A <br />SPRINGS <br />PLAN # 6102 <br />RELEASED: 5/19/20 <br />SHF EF' <br />A4. I <br />