Loading...
13-646-036ca ni 05 ca LL- :z 0 C) LL c c m< CL r cc Lf oz N6 re) oe i HOLD FINISHI 1" OFF - FINISH FLOOR -- i.,ELEV 0'-0" AFF -VAN FLR 777, MIAMI!! a W TOS VARIES I BLOCK INSUL INSERT R=5.7 I RE: STRUCT 5/8' GWB ON BOTH 5/8" GWB ON BOTH mmmmwij SIDES 5/8* GWB ON SIDES BOTH SIDES NOTE: PROVIDE NOTE: REFER TO MOISTURE RESISTANT FLOOR FLOOR PLANS FOR GWD @ ALL WET LOCATION OF n n n AREAS PARTITION TYPES A B c L� ly\ ,,-PAINT HATCH WITH 2 COATS OF PAINT TO MATCH COPING ROOF HATCH ELEV 11'-11" AFF SLIP JOINT SIM TO _,_,-5/8" GWB ON SEE ROOF PLAN--\,,,, CHANNELS TO BOTT OF CEILING DETAIL 4/A-1.2 RE: STRUCT FOR DECK AN GE FRAME (2) METAL STUDS CMU BLOCK --�,-�TO BOTTOM OF OILVARIE!j 01.4G14- JOISTS CMU BLOCK BLOCK I �F-, � . ROONRWNTION INSULATION 3 5/8- MTL STUD INSERTS R-5 INSERTS CH AN CROSS TIE 0 16" OC _,,-CHANNELS W/ CHAN S 8 1 1 1/2' RIGID INSUL 1 1/2" R �QSID R-7.5 TO RECEIVING .0 E 9L- 5/8' GWB ON BOTH CU�06��ffm?sl, %-� SIDES . - I UNDERSIDE OF DECK AREA ONLY F71 LVAIMM WA Ljff r�� F) A F-) 7171 n N I -T\/f-) F r NOTE: ALL PARTITION TYPES MAY NOT BE USED STEEL LADDER WITH 3/4- 0 RUNGS FUH HEIGHT 0XV19 I it SCALE: 1/4" = l'-O" CEILING AS SCHEDULED ELEV ll'-llm AFF -OBOTTOM OF CLG F.9 NMI I. m 0-4 METAL STUD PERPENDICULAR TO METAL DECK - 1" DEFLECTION SLIP JOINT 0 ®. •A I �m Do a illl�-lm I Lul Ll =4 IN COMMENTS: