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REVISIONS BY <br /> rn <br /> m <br /> Z 0 C.0 <br /> � �-- <br /> - ~ z <br /> co 2 u-j <br /> Ewaz w � <br /> m■i Z <br /> _a v .4 (1) CL_ <br /> 2G GA. SHEET METAL CAP FOR WATERTIGHT WALL CAP. 2G GA. SHEET METAL CAP FOR WATERTIGHT WALL CAP. ® V' J <br /> ca w m Z <br /> W <br /> TOP OF PARAPET WALL TOP OF PARAPET WALL I? J a W <br /> Q <br /> + 17 I—O I I 2"X 6" CONT. TP. 2"X 6"CONT. TP. + 17 -011 <br /> I 7 I—011 Z w Q <br /> CUSTOM FOAM CROWN MOLDING. 2"X G"STUDS A 16" 2"X G"STUDS @ G"' CUSTOM FOAM CROWN MOLDING. ® UJ <br /> PER STRUCTURAL DRAWINGS. PER STRUCTURAL DRAWINGS. <br /> W <br /> 2"X FLAT BLOCKING AT 48"OC. 2"X FLAT BLOCKING AT 48" OC. V <br /> CANT STRIP PER STRUCTURAL DRAWIN S. PER STRUCTURAL DRAW GS.CANT STRIP <br /> (2) 2"X PLATES <br /> PER STRUCTURAL DRAWINGS. INSULATION INSULATION O <br /> PER T-24 PER T-24 1' 1 <br /> [l Q <br /> (2) 2"X PLATES <br /> PREMAN. ROOF TRUSSES, PER STRUCTURAL DRAWINGS. <br /> PER STRUCTURAL DRAWINGS. PREMAN. ROOF TRUSSES, - <br /> + I 1-011 BOTTOM OF TRUSSES PER STRUCTURAL DRAWINGS. BOTTOM OF TRUSSES �,\ + I ?1_0 11 <br /> CEILING LINE 2"X G"STUDS @ I G", CEILING LINE h <br /> + I I` I-011 2"X G"STUDS @ I G", PER STRUCTURAL DRAWINGS. + I ,I 1-011 <br /> PER STRUCTURAL DRAWINGS. <br /> T BAR CEILING T BAR CEILING <br /> PROVIDE 7/8"THICK CEMENT PLASTER OVER METAL LATH INSULATION INSULATION PROVIDE 7/8"THICK CEMENT PLASTER OVER METAL LATH <br /> OVER TWO LAYERS GRADE'D' PAPER OVER PLYWOOD SHEAR PER T-24 PER T-24 OVER TWO LAYERS GRADE'D' PAPER OVER PLYWOOD SHEAR <br /> 3 COAT STUCCO SYSTEM TYP. 3 COAT STUCCO SYSTEM TYP. <br /> V J <br /> _J <br /> Q <br /> 2"X G"STUDS @ I G", PER STRUCTURAL 2"X G"STUDS @ I G", PER STRUCTURAL W <br /> DRAWINGS. DRAWINGS. Q <br /> CUSTOM FOAM WALL POP-OUT. CUSTOM FOAM WALL POP-OUT. <br /> PROVIDE 7/8"THICK CEMENT PLASTER OVER METAL LATH PROVIDE 7/8"THICK CEMENT PLASTER OVER METAL LATH <br /> OVER TWO LAYERS GRADE'D' PAPER OVER PLYWOOD SHEAR OVER TWO LAYERS GRADE'D' PAPER OVER PLYWOOD SHEAR <br /> 3 COAT STUCCO SYSTEM TYP. 3 COAT STUCCO SYSTEM TYP. <br /> 2"X G" DF. #I TKTD, PER STRUCTURAL 2"X G" DF. #I TKTD, PER STRUCTURAL <br /> 11 DRAWINGS. DRAWINGS. e 0 <br /> 1 <br /> e -011 <br /> �` FINISHED FLOOR � � FINISHED FLOOR0O�� <br /> RV <br /> I I II I I—I- -I I I IF1I HE II— — --III ° e <br /> —II—II <br /> LLJ <br /> I= ° III IE <br /> 111—II e ° 11='11 CONCRETE SLAB AND FOOTINGS CONCRETE SLAB AND FOOTINGS <br /> PER STRUCTURAL DRAWINGS. PER STRUCTURAL DRAWINGS. =IIIi e °e ° e i� (F) <br /> �I ° IIS III�I�III ° IE LU 1_ J <br /> II III—III—II—II—I II II l�lrllrll,lll—III—II—I U U I— <br /> LLJ <br /> z w U <br /> z <br /> z z (\LLJO <br /> DI D2 � <br /> A_ I I . I DETAIL # I A_ , , . , <br /> DETAIL # 2 z <br /> DATE <br /> 05/22/20 <br /> SCALE <br /> 1/2" = I'- 0" <br /> DRAWN <br /> M.BARRETO <br /> JOB <br /> SHEET <br /> D ETA I L5_ A 1 1 <br /> 1 <br /> • <br /> 1 /211 <br /> = I I— O" <br />