Laserfiche WebLink
FLOATING PENTHOUSE <br />WEIGHT—14.2kips <br />N <br />O <br />LJ <br />Ld <br />ATTENNA: MAX WEIGHT <br />9q�inq (FIELD VERIFY) <br />ORIGINAL MECHANICAL <br />PENTHOUSE <br />19x19" CONC. COLUMN CONT, <br />THROUGH TO FOUNDATION, MAX <br />HEIGHT = 180" (TYP.) <br />sub Y I k.11 <br />a 1 S-3. <br />NEW SIMULSAT 5B <br />MAX. WEIGHT = 16.3kips i 9 <br />t <br />� <br />4 Y Y 3 € b <br />SIMULSAT 5B STABILITY BRACE <br />POINTS (2501bf MAX.)[CONN. GONG. COLUMN CAP: <br />TO ROOF BY MFR] 6' WIDE x 6' LONG x 12" <br />DEEP (MIN.) FIELD VERIFY <br />(TYP.) <br />KN <br />t <br />, t <br />KNrc <br />RTU: MAX WEIGHT—0.7kips <br />(FIELD VERIFY) (TYP. (7) <br />LOCATIONS) <br />® <br />> r <br />r <br />9 9 99 <br />20 —0 ±6 <br />(TYP. FIELD VERIFY) <br />NOTES: <br />1) SIMULSAT 5B FRAME SHALL RESIDE ON COLUMNS THAT ALIGN AT EACH FLOOR DOWN TO THE <br />FOUNDATION. THIS CONDITION SHALL BE FIELD VERIFIED. <br />2) SIMULSAT 5B FRAME SHALL NOT RESIDE ON EXTERIOR COLUMNS OR WALLS. <br />3) COLUMN LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO FRAME <br />FABRICATION. <br />4) A SURVEY OF THE NEW ROOF TOP STRUCTURES AND MECHANICAL UNITS SHALL BE <br />COMPLETED AND COMPARED TO ASSUMED WEIGHTS PROVIDED ON THE ROOF SCHEMATIC. <br />4) DISCREPANCIES FROM THIS LAYOUT SHALL BE REPORTED TO THE ENGINEER. <br />SCALE:—3/3299-19-099 [DO NOT SCALE!] <br />r <br />v <br />EAST PENTHOUSE <br />WEIGHT—16.2kips <br />ROOF DRAIN (EXACT <br />LOCATION NOT SHOWN) <br />(TYP.) <br />NORTH <br />d <br />t r � r ? { �t <br />•3 S <br />� fi <br />0 d , pi-, <br />vN, Iff <br />G I N V <br />N <br />L <br />N <br />N <br />O <br />� <br />U <br />CL/ <br />Lu <br />Co <br />U <br />O <br />1LJ <br />c� <br />Lo <br />N <br />O <br />Lu <br />C—) <br />0 <br />® <br />G) <br />Ln <br />0 <br />ILI <br />u <br />N <br />li A <br />a/- <br />Lu <br />(s) <br />r,\ <br />'t <br />> <br />�lj <br />lu <br />F 2,2 <br />Drawn By. r <br />Checked re �. <br /># <br />