Elevator Shaft Details DWG Plan for AutoCAD

plan and section details

Drawing labels, details, and other text information extracted from the CAD file:

malakas diliman quezon city, builders, incorporated, machine room level, ground floor level, street level, floor level, top of roof beam, hoisting hook, pit, machine room, existing roof beam, new r.c slab, vert. bars, o.c, elevator pit, steel ladder, existing floor beam, vert. bars, o.c, hor. bar, every layers of chb, bars o.c, eachway, top bottom, extra bar, o.c, bot. bar, o.c b.w, bot. bar, o.c b.w, extra bar, o.c, extra bar, o.c, top bar, o.c b.w, top bar, o.c b.w, extra bar, o.c, ngl, hor. bar, every layers of chb, stiffener, vert. bars, o.c, stiffener, o.c, thk. chb, wall, ground floor, level, thk. chb wall with, thk. chb wall, beam with, bars, beam with, bars, stiffener, beam with, bars, stiffener, beam with, bars, stiffener, beam with, bars, bars o.c, eachway stiffener, top bottom, vert. bar o.c, hor. bar, every layers, thk. chb wall with, vert. bar o.c, hor. bar, every layers, thk. chb wall with, vert. bar o.c, hor. bar, every layers, bars o.c, eachway, top bottom

Raw text data extracted from CAD file:

136 MALAKAS STREET, DILIMAN QUEZON CITY R- II BUILDERS INCORPORATED 2950 2160 2350 300 4500 3600 12400 1150 2600 4460 1500 500 3800 500 4250 500 2350 500 300 300 300 300 4500 250 225 1400 725 100 320 2764 119,4 600 1000 1800 250 1000 1000 1000 1000 4760 4950 2100 2100 400 300 5 5 5 2 5 5 5 5 5 L MACHINE ROOM LEVEL 5 GROUND FLOOR LEVEL STREET LEVEL 2ND FLOOR LEVEL TOP OF ROOF BEAM HOISTING HOOK 20 KN PIT 5 5 5 5 5 MACHINE ROOM 5 5 5 5 5 5 5 5 EXISTING ROOF BEAM NEW R.C SLAB 5 5 OH (CLEAR HEIGHT) 5 5 5 16MM \U+2205 VERT. BARS @ 0.30M. O.C 1 A-18 1 A-18 ELEVATOR PIT STEEL LADDER 5 5 5 5 5 5 5 5 EXISTING 2ND FLOOR BEAM 5 5 5 5 5 5 16MM \U+2205 VERT. BARS @ 0.30M. O.C 12MM \U+2205 HOR. BAR @ EVERY 2 LAYERS OF CHB BARS @ 400MM O.C EACHWAY 20MMd TOP & BOTTOM 12MM\U+2205 EXTRA BAR @ 0.20M. O.C 16MM\U+2205 BOT. BAR @ 0.20M. O.C B.W 16MM\U+2205 BOT. BAR @ 0.20M. O.C B.W 12MM\U+2205 EXTRA BAR @ 0.20M. O.C 16MM\U+2205 EXTRA BAR @ 0.15M. O.C 16MM\U+2205 TOP BAR @ 0.20M. O.C B.W 16MM\U+2205 TOP BAR @ 0.20M. O.C B.W 16MM\U+2205 EXTRA BAR @ 0.15M. O.C NGL 5 5 12MM \U+2205 HOR. BAR @ EVERY 2 LAYERS OF CHB 12MMd STIFFENER 20MM \U+2205 VERT. BARS @ 0.30M. O.C 12MMd STIFFENER @ 0.20M. O.C 150MM THK. CHB WALL GROUND FLOOR LEVEL 150MM THK. CHB WALL WITH 150MM THK. CHB WALL 250MMx500MM BEAM WITH 6-16MMd BARS & 12MMd 250MMx400MM BEAM WITH 6-16MMd BARS 5 STIFFENER 250MMx500MM BEAM WITH 6-16MMd BARS & 12MMd STIFFENER 250MMx500MM BEAM WITH 6-16MMd BARS & 12MMd STIFFENER 250MMx400MM BEAM WITH 6-16MMd BARS BARS @ 400MM O.C EACHWAY & 12MMd STIFFENER 20MMd TOP & BOTTOM 5 16MMd VERT. BAR @ 300MM O.C & 12MMd HOR. BAR @ @ EVERY 2 LAYERS 150MM THK. CHB WALL WITH 16MMd VERT. BAR @ 300MM O.C & 12MMd HOR. BAR @ @ EVERY 2 LAYERS 150MM THK. CHB WALL WITH 16MMd VERT. BAR @ 300MM O.C & 12MMd HOR. BAR @ @ EVERY 2 LAYERS BARS @ 400MM O.C EACHWAY 20MMd TOP & BOTTOM