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—1 -- I I <br />_1111 1 1 1 1 1 L I 1 <br />1_! I I!m I I n!! 1 I <br />F <br />I <br />TPO F ROOFING <br />MEMBRANE <br />F.1 ON TAPERED INULATION <br />ALUMINUM PARAPET CAP ALUMINUM PARAPET CAP <br />TPO ROOF MEMBRANE ON TAPERED <br />INSULATION OVER 1 1/2" METAL DECK - <br />4 <br />A9.1 <br />TOP OF WALL PARAPET A I _ _ TOP OF WALL PARAPET A- �1 ' ' _ TOP OF WALL PARAPET_-_ A _L1 <br />TPO ROOF MEMBRANE ON 16' - 0" 16' - 00"V <br />TAPERED INSULATION 3/4" EXTERIOR GRADE <br />3/4" PLYWOOD SHEATHIING PLYWOOD SHEATHING <br />3 5/8" METAL STUD FRAMING <br />3/4" CEMENT PLASTER PAINTED ON <br />3/4" CEMENT PLASTER_ PAPER BACKED METAL LATH ON 1/2" 3/4" CEMENT PLASTER ON <br />ON 1/2" DENSGLASS DENSGLASS SHEATHING OVER ► PAPER BACKED METAL LATH ON <br />_ ! SHEATHING 3 5/8" METAL STUDS 1/2" DENSGLASS SHEATHING <br />_ I <br />BOTTOM OF DECK I � _ _ _ BOTTOM OF DECK ' _ _ BOTTOM OF DEC <br />14'-27/ w 9 ,• 14'-27/8" -� 14'-27/8" V <br />METAL ROOF DECK - SEE 3 5/8" METAL STUDS P.T. BLOCKING BETWEEN STUDS <br />STRUCTURAL ' f' STEEL BEAM - SEE STRUCTURAL <br />�l <br />LI,I PRE -FINISHED ALUMINUM EYEBROW <br />STEEL BEAM - SEE STRUCTURAL Lq <br />5/8" GYPSUM BORAD ON 3 5/8" <br />METAL SUTDS <br />STEEL TUBE - SEE STRUCTURAL <br />LINEAR METAL CEILING ON METAL <br />SUSPENSION BRACED FOR UPLIFT <br />ALUMINUM STOREFRONT <br />COMMONS <br />102 <br />CONCRETE SLAB - SEE <br />STRUCTURAL <br />Section 7 O <br />IRST FLOOR <br />0" <br />CEMENT PLASTER ON SOFFIT @ 10'-5" A.F.F. TO <br />BE FLUSH WITH CEMENT PLASTER ON COLUMN <br />LINEAR METAL CEILING ON METAL SUSPENSION <br />BRACED AS REQUIRED FOR UPLIFT <br />POURED CONCRETE BEAM (SEE STRUCT.) <br />PAINTED CEMENT PLASTER 5/8" MIN <br />THICKNESS (TYP.) <br />5/8" GYPSUM BOARD ON 1 5/8" METAL <br />STUDS OVER 1" RIGID INSULATION - <br />INSULATION EXTENDS TO ROOF DECK <br />ACOUSTICAL PANEL CEILING <br />ALUMINUM STOREFRONT SYSTEM <br />COLUMN BEYOND <br />4" CONCRETE SLAB OVER <br />VAPOR BARRIER, TYP. <br />CONCRETE PAVERS ON SAND BED <br />FIRS: <br />Section 6 O <br />p <br />IL <br />LL <br />O <br />U) <br />LL <br />O <br />2 <br />i- <br />O <br />H <br />LL <br />LL <br />0 <br />LL <br />O <br />�?Im <br />i- <br />O <br />P.T. BLOCKING BETWEEN STUDS <br />PRE -FINISHED ALUMINUM <br />OVERHANG <br />B.O.S. @ 10'-8" - SEE STRUCTURAL <br />LINEAR METAL CEILING @ 10'-6" <br />A.F.F. ON METAL SUSPENSION <br />BRACED AS REQUIRED FOR <br />UPLIFT <br />COLUMN BEYOND <br />0" <br />0 <br />W <br />F <br />Z <br />p <br />NNp E <br />th <br />1� <br />OO U <br />ZZ <br />V, <br />QUCO <br />Q 23 <br />Q <br />Z <br />J <br />1LLZQ; 14 <br />W c <br />m <br />d <br />aYLL°! <br />? <br />i E <br />Z <br />W -- <br />U <br />4A.w <br />W <br />f <br />N <br />W <br />M <br />� <br />W <br />V <br />< <br />J <br />Li <br />U) <br />Z <br />U) <br />z <br />J <br />J <br />W <br />V <br />Q <br />0 <br />W <br />° <br />= <br />m <br />w <br />LL <br />� <br />W <br />W <br />~ <br />Z <br />N <br />C] <br />W <br />LL <br />ZU <br />= <br />O <br />Q <br />\ <br />W <br />N <br />U <br />� <br />VJ <br />THIS DESIGN AND DRAWING IS THE <br />SOLE PROPERTY OF <br />FLEISCHMANGARCIA. NO PART OF THIS <br />WORK MAY BE REPRODUCED WITHOUT <br />PRIOR WRITTEN PERMISSION FROM <br />FLEISCHMANGARCIA. <br />I CERTIFY TO THE BEST OF MY <br />KNOWLEDGE THAT THESE DRAWINGS <br />OMPLY WITH ALL RELEVANT BUILDIN <br />PERMIT <br />DOCUMENTS <br />A.& n _ <br />SOrJ. FLEISCMMAN, JR. <br />AR0005569 <br />6-21-19 <br />FGA PROJECT NUMBER <br />19020 <br />ISSUE <br />DATE <br />6/21 /2019 <br />REVISIONS <br />NO DATE NOTES <br />SHEET NAME <br />WALL SECTIONS <br />Section 5 O <br />3/4" = 1'-0' <br />SHEET NUMBER <br />A6.3 <br />