HomeMy WebLinkAbout1239.97.651 I A.3 A.24 A.2G A.IE3 AAA
A .4 1A A3
A.361 T
6PENE14AL NOTE-5
I. ALL veMeNswte SHOWN PERTAINING TO EXISTING
combrnoms SHALL se VIPJFW IN THE FIELD.
2. IN THE CASE OF ANY vwARrPEWAft WTHEW THE
DRA"NdV7 AND THE E)Q9TIN6 WHOIT10%, THE
ARCHITECT SHALL BE NOTIFIED IMMEDIATELY.
LEGEND
# EXtSTINS COLUMN LINE
NEW GOL" LINE
WL." 5CHIMPULE
&ENEW.A4- NOTES
I.
FINISH FLOOR ELEVATION IS 1011-00.
2.
TOP OF NEH PEDESTAL TO BE W 01RDO"I FINISH FLOOR
3.
TOP OF NIM WALL FWnN6 TO aE 2'-W BELOW FIWK5H FLOOR.
4.
TOP OF MW EXTERIOR C40LUM FOOT** TO aE 2'-W WLOW
TREATED P400019LOCKN&
FINISH FLOOR.
5.
ALL DEMENSWOO SHOHN FEWAPONS TO EXISTIN&
60 COW,. MASONRY SOMP BEAM
C40WMONS SHALL aE VERIPW IN THE FIELD,
6.
IN THE CAM OF ANY Pw4FA999CAM Wr"!EK THE
TREATED HOOD BLOCKN&
DRA"N&S AND THE EMgr** CON17TIOW THE
-P—L
ARCHITECT SHALL IN NOTIFIED IWEVIATELY.
-1.
ALL BEAM5 SHALL CONFORM TO A6TM A56.
5.
ALL STEEL TU19E CADUR445 SHALL CONFORM To
ASTM AaW, SPACE "B".
q.
PROVIDE HORIZONTAL BR306INS IN A"-ORVMCE
4TH SJI SPECOICATIONS,
10.
ofsksN Lp.405h
LIVE -LOAD, 30 PW
DEAD LOAD, t5 PSIF
POW LOAD, 20 PSF
(HORIZONTAL)
POW LOAVl 52 P9F
(VERTICAL)
WL." 5CHIMPULE
t.IAJM 94ZE
BASE PLATE
AWAM DOLT LEVELING PLATE
(:A TS 4' X 4* X 1/4'
10'X100 X3/4' 4 -3/4.0 10' X 10" X 1/48
40 Tj "A5 NR(
FULLY ADHERED StN"-PLY CA-Aft A
C2 T5 6. X 6 X 3/6
120 X 12, X In i 4 -3/4.0 12* X 12" X 1/2'
FULLY ADHERED SO4KZ-MY CLASS
A MEMBRANE ROOF OVER HK
R-12 RWOMM-ATION ON 11/2'
22 &A. METAL DECK
STEEL BAR JOIST —
(SEE STRICT. VW-95)
WALL HM H2Ix44 STEEL
BEAW-7
A.3
TY PARAPET v EXIST. ROOFING SYSTEM
TO REMAW
7
Will '1,� 1 -4'
J015T8Eogjw"T1
EXIST. SMACTURAL
STEEL TO REMAIN
MEN TS 6 x 6 x 5V STEEL
STEEL TUBE COLUMNS 5ECTI0N
SCALE: 1/2" 1'-0"
PRO R41%tv METAL CAOPO4&
1 5/6 b"
PAM EPD.M. OVER TOP OF PARAPET WALL
40 Tj "A5 NR(
FULLY ADHERED StN"-PLY CA-Aft A
MEMBRANE P40F OVER PAK R-12 R160
TREATED P400019LOCKN&
WALATION ON 1 1/2" 22 &A. METAL
veGK
60 COW,. MASONRY SOMP BEAM
K/ I-" Clow. VERT. ROW
TREATED HOOD BLOCKN&
7L—
-P—L
N
Z
ATE
128 C41`46. MASONRY BOW BEAM
PV 2-" CONT. VMT. REINF.
STEEL 06W JOIST
STRICT. DIAISS)
V40 X 60 X 64 PLATE
PV (2)1/2-0 X 6- STUDS
VERTICAL POLL REINFORCIN6
OSECTION
SCALE: IN m If-oil
FRAMING PLAN
56"ALE: f/5" = 1'-0"
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