31'-7 1/2 ± field verify cl of exist column. · new wlk reinf exist wlk saw cut 1" deep...
TRANSCRIPT
19'-4 1/2"±1'-7 1/2" ±
31'-7 1
/2" ±
FIE
LD
VE
RIF
Y C
L O
F E
XIS
T C
OLU
MN
.
9'-0" ±
1
0' 5' 10' 20' 30' 40' 50'
G.1
A.2
EXISTELEVATORBELOW
EXIST ROOFABOVE
END OF HSS
VIE
RE
ND
EE
L T
RU
SS
ES
VIE
RE
ND
EE
L T
RU
SS
ES
S4.02
ELEV
HSS 10x8x1/4"
HSS 10x8x1/4"
HSS 10x8x1/4"
S6.033
HS
S 6
x6x3
/16" S
TR
UTS
4 EQ SPA
S6.031
S6.032
TYPNOTE 1
S6.032
HS
S 1
0x6
x1/2
" LLV
4'-7 3
/4" ±
1'-7 1
/2"±
2'-9 1
/4"
181716151413121110987654
3"
5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"
2'-9"
5'-0"5'-0"
G
33'-0 1
/2"
2'-9"
2'-9"
4 S
PA
CE
S @
5'-6" =
22'-0"
F
E
D
C
B
A
END OF HSS
HS
S 1
0x6
x1/2
" LLV
HS
S 1
0x6
x1/2
" LLV
HS
S 1
2x6
x1/2
" LLV
VIE
RE
ND
EE
L T
RU
SS
ES
VIE
RE
ND
EE
L T
RU
SS
ES
VIE
RE
ND
EE
L T
RU
SS
ES
VIE
RE
ND
EE
L T
RU
SS
ES
HS
S 1
0x6
x1/2
" LLV
HS
S 1
0x6
x1/2
" LLV
5'-0" 5'-0"
3"
19 20
S6.031
TYP
2.12 3 4
NOTE 1 NOTE 1
2'-9"
DECK CANTILEVER
2'-9"
DECK CANTILEVER
2'-9"
DECK CANTILEVER
2'-9"
DECK CANTILEVER
2'-9"
DECK CANTILEVER
2'-9"
DECK CANTILEVER DECK CANTILEVER
1
S4.0
3
ELE
V1
S4.01ELEV1
NOTE 1
EXIST ROOFABOVE
FACE OFPLATFORM BELOW
FIELD VERIFY CL OF EXIST COLUMNLOCATE HSS ON CL OF COL
HS
S 6
x6x3
/16" S
TR
UTS
HSS 6x6x1/4"EXTENSION
S6.022
LO
CA
TE
HS
S O
N C
L O
F C
OL
S6.021
S6.022
HSS 6x6x3/16"STRUTS
4'-3"±
EDGE OFROOF DECK
NOTE 2NOTE 2NOTE 2NOTE 2NOTE 2
NOTE 3
2'-6"
5'-6 1
/4"
2'-6"
5'-6 1
/4"
END OF HSS
EDGE OFDECK (TYP)
EDGE OFROOF DECK
EDGE OF ROOF DECK
2'-3 1
/4" ±
EDGE OF ROOF DECK
3"
END OF HSS
EXIST PLATFORMBELOW
OPP.
S6.026
S6.042
S6.042
S6.043
S6.021
S6.041
S6.031
S6.021
S6.021
S6.021
S6.042
S6.042
S6.026
S6.022
S6.026
S6.022 SIM
S6.042
S6.042
S6.026
S6.042A
S6.042
S6.042
S6.026 S6.02
2
OPP.
HS
S 6
x6x3
/16" S
TR
UTS
HS
S 6
x6x3
/16" S
TR
UTS
HS
S 6
x6x3
/16" S
TR
UTS
HS
S 6
x6x3
/16" S
TR
UTS
HS
S 6
x6x3
/16" S
TR
UTS
HS
S 6
x6x1
/4" S
TR
UTS
HS
S 6
x6x1
/4" S
TR
UTS
HS
S 6
x6x1
/4"
HS
S 6
x6x1
/4"
HS
S 6
x6x1
/4"
HS
S 6
x6x1
/4"
HS
S 6
x6x1
/4"
HSS 6x6x1/4"TYP U.N.O.
HS
S 6
x6x1
/4" S
TR
UTS
HSS 6x6x1/4"TYP U.N.O.
1'-3"
S6.033 OPP
4/S6.03OPP
5/S6.03
5/S6.03 (SIM.)OPP.
5'-0"
21
4/S6.03
HS
S 1
0x6
x1/2
" LLV
1
SCALE: 3/16" = 1'-0"
Roof Framing Plan
S3.01
DENOTES SPAN DIRECTION OF ROOFDECK. SEE SPECIFICATIONS ANDGENERAL NOTES ON SHEET S0.01.
SEE 4/S6.02 FOR FRAMING AT FANOPENING.
SEE 8/S6.02 FOR FRAMING AT FANOPENING.
NOTE 1
©
ROOF FRAMING PLAN
NOTE 2
8855
NOTE 3
SEE SHEET S0.01 FOR ABBREVIATIONS.
0' 5' 10' 20' 30' 40' 50'
2/S5.03 2/S5.03
EXISTPLATFORM
EXIST BUILDINGTO REMAIN
2/S6.01
HSS 6x6x1/4"TYPICAL U.N.O.
RF DK (TYP)
EXIST ELEVATOR ROOF BEYOND
EXISTING ELEVATOR
1234567891011121314151617181920
2.1
Z1
Z2
Z3
Z4
Z5
Z6
Z7
Z8
Z9
10/S6.01
OPP
10/S6.01OPP
EXIST ELEVATOR
1/S6.02
BEYONDOPPOSITE
S5.021
S6.01 (SIM)11
S5.021
S6.022
S4.0
3
ELE
V1
HS
S 6
x6x1
/2"
8.1 6.1
10'-6"10'-6"
EXISTCOLBEYOND
4
EXIST
3"
4
5'-0" 5'-0" 5'-0" 5'-0"5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"
S5.019
NO WORK AT ELEVATOR
EXIST BLDG
TYP
6/S5.01
SIM
5
EXIST COLBEYOND
SEE 2/S5.03
15.1
TYPOPP.
TYP
TYP2/S5.02
OPP, SIM
EDGE OFEXIST PLATFORM
EXIST
STRUCTUREBEYOND
HS
S 6
x6x1
/2"
HS
S 6
x6x1
/2"
HS
S 6
x6x1
/2"
5'-8"
5'-8"
5'-8"
5'-8"
5'-8"
5'-8"
5'-8"
SEE 4/S5.03 SIMFOR FTG
4/S5.03
1'-1 3
/4"
6'-4 1
/2"
PLATFORM
(NOMINAL) 35'-0"
FIELD VERIFY
0' - 0"
LEVEL 1
HS
S 6
x6x1
/2"
HS
S 6
x6x1
/2"
1/S6.01
S6.022TYP
OPP.
RF DK (TYP)HSS 6x6x1/4"TYP
2/S6.01
3/S6.01OPP.
3/S6.01OPP.
3/S6.01
OPP.
3/S6.01OPP.
3/S6.01OPP.
4/S6.01
4/S6.01
4/S6.01
4/S6.01
SEE PLANTYP
S6.022TYP
OPP.
S6.022TYP
OPP.
4/S6.01
1/S6.01
OPP1/S6.01
OPP
VE
RIF
YW
/ A
RC
H
2/S6.01
2/S6.01
21
5'-0"
HS
S 6
x6x1
/2"
1
S4.01
SCALE: 3/16" = 1'-0"
North Elevation
©
1S1.01, S2.01, S2.02, S3.01
NORTH ELEVATION
8856
0' 5' 10' 20' 30' 40' 50'
EXISTING ELEVATOR ROOF BEYOND RF DK (TYP)
Level 1
0' - 0"
Platform
(NOMINAL) 35'-0"
EXIST PLATFORM
EXIST PLATFORM
2/S5.02
3/S5.02
EXISTELEVATOR
EXIST BLDGBEYOND
SEE NORTH ELEVATIONFOR CL OF COLUMN
2/S5.032/S5.03
2/S6.01 1/S6.02
BEYOND
HSS 6x6x1/4" TYPICAL (UNO)
HS
S 6
x6x1
/2"
SEE 1/S5.01FOR ESCALATOR PIT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 21
2.1
5'-8"
5'-8"
5'-8"
5'-8"
5'-8"
5'-8"
5'-8"
Z1
Z2
Z3
Z4
Z5
Z6
Z7
Z8
Z9
HS
S 6
x6x1
/2"
HS
S 6
x6x1
/2"
10/S6.01
10/S6.01
6.1 8.1
4
EXIST
S5.021
S5.021
S6.0111
S4.0
3
ELE
V1
EXISTCOLUMN
10'-6" 10'-6"
5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"S6.03
2
NO WORK AT ELEVATOR
SEE2/S5.03
TYP
6/S5.01
S5.015
FIELD VERIFY
5'-0"
S6.022
TYP
TYP
15.1
EDGE OFEXISTPLATFORM
HS
S 6
x6x1
/2"
HS
S 6
x6x1
/2"
HS
S 6
x6x1
/2"
SEE 2/S5.03FOR CONCRETECOL SIZEAND REINF
1/S6.01
6'-4 1
/2"
1'-1 3
/4"
VE
RIF
YW
/ A
RC
H
HS
S 6
x6x1
/2"
2/S6.01 1/S6.01OPP
HSS 6x6x1/4"TYP U.N.O.
SEE PLANTYP
2/S6.01
HSS 6x6x1/4"TYP U.N.O.
S6.0223/S6.01
4/S5.03
2/S6.01
3/S6.01
3/S6.01
4/S6.01
3/S6.014/S6.01
4/S6.01
S6.022
4/S6.01
4/S6.01
S6.022
1/S6.01
20
5'-0"
SEE 4/S5.03 SIMFOR FTG
HS
S 6
x6x1
/2"
HS
S 6
x6x1
/2"
1
SCALE: 3/16" = 1'-0"
South Elevation
S4.02
©
1 S1.01, S2.01, S2.02, S3.01
SOUTH ELEVATION
8857
0' 5' 10' 20' 30' 40' 50'
EXISTING CANOPY
BEYOND
EXISTING LRV PLATFORM (BEYOND)
EXISTING ELEVATORS
�NEW
ESCALATORS
�NEW CANOPY OVER
ESCALATORS & STAIRS
�EXISTING
CONC. STAIRS
EXIST ELEVATOR ROOF
OPEN
2/S6.02
OPP.
3/S6.022/S6.02
NEW COLUMN BEYOND
S6.021
A.2
A B C D E F G
TYP
TYP
G.1
33'-0 1/2"
5'-6 1/4" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6 1/4"
Level 1
0' - 0"
Platform
(NOMINAL) 35'-0"
FIELD VERIFY
2/S6.04
BEYOND
OPP.2/S6.04
BEYONDS6.04
1
2/S6.02
OPP. TYP
S6.043
S6.021
TYP
2/S6.02
TYP
TYP
Z1
1'-1 3
/4"
Z3
Z4
Z5
Z6
Z7
Z8
Z9
12'-0 1
/2"
5'-8"
5'-8"
5'-8"
5'-8"
5'-8"
5'-8"
VE
RIF
YW
/ A
RC
H
SCALE: 3/16" = 1'-0"
East Elevation
S4.03
1 S1.01, S2.02, S4.01, S4.02
EAST ELEVATION
8858
©
NO SCALE
TYPICAL #5CORNER BAR AT
2'-6"
2'-6"
TYPICAL CORNER BAR(PLAN DETAIL) WALLS4
WALK
SEE PLAN -
2'-0"
EACH FACE# 4 @ 12" HORIZ
(AT ALL JOINTS)WS1" DEEP KEY
UNDIST SOIL
# 4 @ 12" OC x 2'-0"
SPECIFIEDWATERPROOFING
CLE
AR
2"
#5 @ 12" OCVERT EA FACE
8"
#4 @ 18" EACH WAYBOTTOM
2'-0"
WALK
5'-0"
UNDIST SOIL
6"
L 7x4x3/8" (LLH)W/ #4 x 2'-0"(GRADE 40) @ 12" OC
4"
7"
2 3
SEE 2/S5.01 FORITEMS NOT NOTED
6"SUMP 18" X 18" WITH2 - # 3 CLOSED TIE HORIZAND 2 - #3
GRATE @ SUMP
1'-6"
6"
EACH WAY
1"x1/4" @ 1 3/8" OC.
1"1"- (4) SIDES
10"
1" DEEP KEY ANDWS BEYOND
2'-0"# 4 @ 12" OC x 12"
CONC COVER - 3" MIN
1'-0"
ESCALATOR PIT
ESCALATOR PIT
NEW WLK REINF
EXIST WLK
SAW CUT 1" DEEP AT ANEXISTING JOINT. BREAK OUTEXIST AS REQ'D MINIMIZEEXIST WLK TO BE REMOVED.REPLACE ANY WALK REMOVEDAND REPLACE ANY WALKTHAT IS DAMAGED
LAP 1'-0" EXTENSION OFEXIST REINF INTO NEW WLK
WATER TIGHT JT MTL.SEE ARCH
SEL COMP FILL
WALL REINFSEE 2 & 3 ON S5.01.
6"
S5.01 S5.01
S5.01
VERIFY SUMPDIMENSIONS WITHMECH DRAWINGS
3/4" =1'-0"3/4" =1'-0"
3'-0"
SEE 5/S5.01
6"
1/4" ADJUSTMENT GAP 1'-6" CONC BM BEYOND(SLOPED)
1/4
HSS 12x6x1/4"
SIDEWALK
93/4" = 1'-0" S4.01, S4.02
4"
1'-0"
6"
6"
DRILL ON 10 DEGREESLANT AND EMBED 4" DEEP3- #3 @ 24" OC. W/HILTI HIT HY 150-ICEADHESIVE ANCHOR
SYNKOFLEXWATER STOP
CHIP FACE OFEXIST BEAM. EXISTREBAR TO REMAIN
1 1/2" x 3 1/2" KEYW/ SYNKOFLEXWATERSTOP
#5 @ 12" OC VERT
2 1/2"
5 7/16" ±
EXISTING
73/4" = 1'-0" S5.01
3'-0"
TOP OF CURB
6"
1/4" ADJUSTMENT GAP 1'-6" CONC BM BEYOND(SLOPED)
1/4
HSS 12x6 1/4"
7 3
/4"
SE
E A
RC
H
53/4" = 1'-0" S5.01
FIBER JOINT
SEAL W/ELASTOMERIC
GLASS
1/4
ESCALATOR PIT
5'-0"
1'-0"
8"
UNDIST SOIL
SEE 8/S5.01SPECIFIEDWATERPROOFING
1 1/2x1 1/2 KEY WITHSYNKOFLEX WATER STOP
63/4" = 1'-0" S4.01, S4.02
SOUTH ELEVATION (AT ESCALATOR PIT)
CURB BEYOND
SIDE WALK
PIT WALL BEYOND
TOP OF CONCRETEBEAM
HSS 6x6
12"
HSS 12x6x1/4"
1 1/
2"
3'-0
" CO
NC
BM
SLO
PED
1'-0"
3'-0"
CO
NC
RE
TE
BE
AM
SEE 2/S5.01
#5 @ 12"
2'-6"
2'-0"
5'-0"
83/4" = 1'-0" S5.01
SEAL W/ELASTOMERIC
FTGSEE 4/S5.03FOR SIZE & REINF
GLASS
#5 @ 12" EACH WAYTOP
EACH HORIZ REBAR
SEE ARCH DWGSFOR DATUM ELEVATION
7 3
/4"
SE
E A
RC
H
HSS 6x6
TOP OF HSS 12x6& CONC BEAMVERIFY ELEV. W/ARCH DWG
12"
HSS 6x6
2"
WALK BEYOND
PROVIDE 1 1/2"x1 1/2" KEYW/ WS IN BM FROM TOPOF CURB TO BOT OF BM
HSS 6x12x1/4"
SEE ARCH DWGSFOR ELEVATION
7 3
/4"
SE
E A
RC
H
NO
TE
1
NOTE 1 - VERIFY DIMENSIONS WITH ESCALATOR MANUFACTURER
NO
TE
1
NOTE 1
NOTE 1
WLK
SEE 1/S5.04 &11/S6.01 FOR REINF
1 1/2x1 1/2" KEY W/SYNKOFLEX WS INFAR SIDE OF BMFROM TOP OF CURBTO BOT OF BM
NO
TE
1
#4 @ 12" CO. HORIZ
STANDARD HOOK
SEE 1/S5.01 & 11/S6.01FOR REINF
3 @
3" O
C
L 9x4x1/2x10" (LLH)
1"
(2)- 1/2" x 4" HEADED STUDS
WS CONTINUOUS
(2)- 10" ALL THREAD ROD
SHOP WELD1/4
L 8x8x1/2"x0'-7"W/ 1/2" STIFFNER
TY
P T
IES
S5.015
WS CONTINUOUS
WELD PLATE & CONNECTIONSIM 10/S6.01 AND 11/S6.01
ESCALATOR PIT
1'-4" 1'-4"
HSS CL6"
1'-1 3
/4"
1'-0"
5 5
/16"
VE
RIF
Y W
/ E
SC
ALA
TO
R
BEARING PLATESEE 10/S5.01CENTER ON WALL
2- #4 CONTW/ #4 HAIRPIN@ 12"OC
10
10'-0"
2" TYP.
2"
2"
9"TYP.
1'-1"
PLT 1'-1"x10'-0"x1/2"W/ 1/2" DIA x 8" LONG HEADED STUDANCHORS MACHINE WELDED TO PLATE
BEARING PLATE
WALK
HORIZ# 4 @ 12"
(AT ALL JOINTS)WS1" DEEP KEY
UNDIST SOIL
# 4 @ 12" OC x 2'-0"
SPECIFIEDWATERPROOFING
CLE
AR
2"
#5 @ 12" OC VERTON CL WALL
8"
#4 @ 18"EACH WAY BOTTOM
2'-0"
1'-0"
ESCALATOR PIT
AT LOCATIONS W/ EXISTWLK SEE 3/S5.01 FOR ADD'LNOTES FOR WLK REMOVALAND REINF LAPS
6" 8"
#5 @ 12"EACH WAY TOP
SEE ARCH DWGSFOR DATUM ELEVATION
SEE PLAN
5'-0"
NO
TE
1
11
'-4
9/1
6"
1'-4"
8"
10
'-0
9/1
6"
8"
SUMP
4/S5.01
1ESCALATOR PIT
1/4" = 1'-0"
EXIST WLK
EXISTWALK
BELOW WLK
NEW WALK
S4.02, S6.01
EXISTINGSTEPS
S5.018
S5.017
S5.01
S5.015
S5.016
SLOPE BEAMSEE 11/S6.01
GLASS
1'-6
"
S5.013
1- #5 x 5'-0"
EXISTING2'-9"x2'-6"GRADE BEAM
NOTES
VERIFY ALL PIT DIMENSIONS WITHESCALATOR MFG. DRAWINGS.
WS DENOTES SYNKOPLEXWATER STOP. APPLY AT ALL COLDJOINTS PER MANUFACTURERSSPECIFICATION.
PROVIDE WS BETWEEN SIDEOF CONC BM & PIT WALL
21'-4 5/16"
18'-8 5/16" 1'-4"
1'-2 3/8"
2
3'-9 5/8" 1'-0"
S5.01
CONCRETE DETAILS
8859
©
CL BEAM
HSS 6x6
NEW 30" COLSEE 1/S5.01 & 1/S5.03FOR REINF
3'-0"x2'-6" CROSS BEAMSEE 1/S5.03 (SIDE BARS NOTSHOWN)
VA
RIE
S
NOTE 1
CL BEAM
1'-6"
CL COLUMN
13/4" = 1'-0"
1'-6"
1'-9" 2'-9"
CL COLUMN
STD HOOK
EDGE OF EXISTBLDG & STAIR
HSS 12x6x1/4"
CONC BMSEE 11/S6.01 FORSIZE AND REINF
NEW 30" COLSEE 1/S5.01 & 1/S5.03FOR REINF
3/4" CHAMFERTYP
HSS 6x6
NOTE 1
1'-6"
HSS 12x6x1/4"
CONC BMSEE 11/S6.01 FORSIZE & REINF
ESCALATORTRUSS SUPPORT
1'-0"
3/4" CHAMFER
FACE OF HSS 6x6
± 1/4" ADJUSTMENT
ELE
VA
TIO
N V
AR
IES
FACE OF HSS 6x6
±1/4" ADJUSTMENT
ALIGNS WITH EDGE OFEXIST CONC. PLATFORMABOVE
S2.01, S4.01, S4.02, S5.03
9"
CAULK TO SEALW/ ELASTOMERIC
EXIST STAIR
5 7/16" ±10'-0 9/16" (VERIFY)
ESCALATOR19'-0" ±
EXIST STAIR
9" 9" 3"
VERIFY WITHESCALATORDRAWINGS
30 POUND BUILDERSFELT BOND BREAKER ATCOMPACT FACE
2'-11 1
/8" @
GR
ID 8
.1
1'-1 3
/16" ±
SE
E M
AN
UF
.
3" C
LE
AR
MIN
2'-6 3
/8" @
GR
ID 6
.112'-2 3
/4" @
GR
ID 8
.16'-1 1
/2" @
GR
ID 6
.1
G A33'-0 1/2"
1 1
/2"
SEE 1/S5.03FOR REINF (SEE OPP SIDE)
VA
RIE
S
ELE
VA
TIO
N V
AR
IES
ESCALATOR
1 1
/2"
BOTTOM OF CONC BMAT CENTERLINE
PLATFORM
(NOMINAL) 35'-0"FIELD VERIFY
2- #5 W/ HOOK 2- #5 W/ HOOK
S5.035
S5.031 & 1A
4- #7 TOP
3"9 SPA @ 10"SPA STIRRUPS @ 14"7 SPA @ 10"3"
2'-6"
ADD 2- #6 TOTOP LAYER
14'-0"STD HOOK
4- #7 BOT
DENOTES #4 CLOSED STIRRUPS
SEE 11/S5.01EXIST GUARD RAIL
ADD'L CONC BEAMAT GRID 8.1 ONLY
2'-3"
PLATFORMFLOOR
1'-6"
2- #4
3" 3" 3"
3- #4 CLOSE STIRRUPS
STANDARD HOOK
3- #6 AT 3 LEVELSDRILL AND INSERTW/ EPOXY
SEE 11/S6.01FOR BEAM REINF
2
PLATFORMFLOOR
EXIST LEDGE
3ESCALATOR TRUSS SUPPORT
3/4" = 1'-0" 3/4" = 1'-0"
11"±
5 3
/4"±
EXIST BM
11"±
5 3
/4"±
EXIST PLT1/2"x11"x12'-0"
S2.01, S4.01, S4.02 S2.01, S4.01, S5.03
BUSH HAMMER CONTACT FACE
3/S5.03
4
3"
1'-2"
8"
S5.02
SEE GLASS MFG FOR CONNECTION TO STEEL.
TYP. WELDS ARE NOTED BY SECT 1/S6.01.a. TRUSS TO BE WELDED IN SHOP.b. 10% OF WELDS TO BE RANDOMLY SELECTED ANDVERIFIED BY AN INDEPENDENT TESTING LAB. IF ANYWELDS FAIL, ALL WELDS TO BE VERIFIED.
ALL STEEL TUBES TO BE HSS 6x6x1/4" UNLESS NOTEDOTHERWISE.
FIELD MEASURE TO VERIFY DIMENSIONS OF EXIST.CONSTRUCTION.
VERIFY DIMENSION AND DETAILS WITH ESCALATORMFG. DRAWINGS.
SEE SHEET S0.01 FOR TYPICAL ABBREVIATIONS.
NOTES
1.
2.
3.
4.
5.
6.
CONCRETE DETAILS
8860
©
1'-6" 1'-6"SEE 2/S5.03FOR COLUMN SIZE & REINF
3/4" CHAMFER
BOTTOM OFHSS 12x6
STANDARD HOOK
(6)- #6 VERTDOWELS
STANDARD HOOK
1 " = 1'-0"1
3'-0"
SEE 1/S5.02FOR REINF
6"
6"
1'-3
5/8
" @
1A
2'-11 1
/8" @
1
S5.02
5- #4 CLOSED TIES
6"
2'-6"
12'-7" @
1 N
TS
6'-1
1/2
" @
1A
30°
6.1
8.1 @ 1
@ 1A
1A NOTED
1 1/2"
TOP OF 12" HSSBEYOND
SLOPE OFCONCRETE BEAM TOMATCH SLOPE OFFINAL ESCALATORDWGS
AT OPP
NO ESCALATOR & EXISTCONCRETE STAIR NOT SHOWN
W.P.
PLATFORM (NOMINAL) 35'-0"FIELD VERIFY
6"
6"
3'-0"x1'-6"PILASTER
#5 SIDE BARAT EA SIDE
SEE 1/S5.03 FORBEAM RINEF
NOTE 2
3"
3"
3"
1/2" JNT MATLW/ SEAL
SIDE WALK
2'-6"
RE
F G
EN
NO
TE
S
9"
2
2'-6"
3'-0"
8- #9 VERTW/ #4 TIES @ 12" OC
35'-0"
3/4" = 1'-0"
CONC COL
8- #9 VERTW/ #4 TIES @ 12" OC
S4.01, S4.02, S5.02
8- #9 DOWELS
33/4" = 1'-0"
12"
EM
BE
D
EXISTING BEAM
3'-0" LA
P
4 S
PA
@ 6
"
DOWELS TO MATCHVERTICAL REINF
REMOVE EXISTINGELECTRICAL BOX AND FILLW/ CONCRETE
EXISTING PLATFORM
8- #9
#3 CIRCULAR TIES
RUBBED FINISH
NEW 24" DIAMCONCRETE COLUMNTO SUPPORT ROOF
DRILL AND INSERTDOWELS W/ HILTIHIT RE 500 EPOXYADHESIVE
DO NOT DRILL INTO EXIST STEELREINFORCING . IF DRILL ENCOUNTERSSTEEL, STOP AND RELOCATE HOLE.EXISTING CONDUIT, PVC DRAINS, ANDELECTRICAL BOXES EXIST AT SOMECOLUMNS. SHIFT DOWEL LOCATIONSTO MISS OBSTRUCTIONS. COORDINATEWITH ELECTRICAL AND MECHANICALFOR LINES TO STAY IN SERVICE.
EXISTING 36" DIAM COLUMN
ELE
V V
AR
IES
SP
A. TIE
S @
16" O
C M
AX
.
#3 C
IRC
ULA
R T
IES
S2.01, S6.02
1/2" JNT MATLW/ SEAL
SIDE WALK
2'-6"
RE
F G
EN
NO
TE
SF
OR
LA
P L
EN
GTH
9"
4
1'-4"
1'-4"
6- #7 VERTW/ #3 TIES @ 12" OC
25'-0"
3/4" = 1'-0"
CONC COL
6- #6 VERTW/ #3TIES @ 12" OC
3 S
PA
@ 3
" =
9"
S4.01, S4.02, S5.02, S5.04
6- #6 DOWELS
SEE 9/S5.01 SIMFOR CONC COL TOCONC BM CONNECTION
53/4" = 1'-0" S5.02
UNDIST SOIL
UNDIST SOIL
WP
3'-0"
1 1/2"
SEE 1/S5.03FOR DOWELS TOSLOPED BM
5- #7
3'-0"
SEE 1/S5.02FOR REINF
#4 STIR@ 12" OC.
TRUSS SUPPORTSEE ESCALATOR MFG DWG
1'-1 3
/16"±
4'-2 3
/16" ±
@ 5
5'-3 3
/8" @
5
NOTE 2
NOTE 1
NOTE 2
NOTE 2
NOTE 1
NOTE 2
VE
RIF
Y W
/E
SC
ALA
TO
R M
FG
NOTE 2
S5.03
CONCRETE DETAILS
8861
REF GEOTECHNICAL REPORT FORPIER CONSTRUCTION.
#3 SPIRAL TIES @ 6" PITCH. (TIES NOTSHOWN).
NOTE 1
NOTE 2
©
6.1 8.1
21
EXISTING PLATFORM
2'-0" LAP
2'-0" LAP
14'-0" EXTENT OF
7'-6" EXTENT
ALL HOOKS SHOWNARE STANDARD HOOKS
3- #6 SIDE BARS@ EACH FACE
4- #7 BOTCONTINUOUS
4- #7 TOP (CONTINUOUS)
S6.01
11
1
NOT TO SCALE
2- #7 TOP (SECOND LAYER)
2- #7 BOT(SECOND LAYER)
S5.021
OF SECOND LAYER
2/S5.02
S5.021
S5.015
S5.019
1/S5.03 (OPP)
S6.01
11
SECOND LAYER
@ A.1 @ F.1
16" Ø FTGSEE 4/S5.03SIM
REINFORCING ELEVATION
NOTE: PROVIDE LAP LOCATIONS ANDLENGTHS PER S0.01. LAPS TO BE PROVIDEDAS REQUIRED FOR CONSTRUCTABILITY
COLUMNSEE 2/S5.03
3"
AT GRID A1
S6.01
11A
AT GRID F1
16" CONC COLSEE 4/S5.03
8 @ 12"
THRU @ 12"
12"THROUGH @ 18"
BEAMS ON GRIDS A1 AND F13 SPA @ 12"3"
(3)- #5 x 7'-0"
11"
3'-6"4 SPA @ 12"
5 SPA. @ 12"
THROUGH @ 18"
8 SPA @ 12"
4 SPA @ 12"
THROUGH @ 18"
4 SPA @ 12"
4 SPA. @ 12"THROUGH @ 18"
DENOTES #4 CLOSED STIRRUPS
COLUMNSEE 2/S5.03
S6.01
11A
AT GRID A1
AT GRID F1
15.1
30° VERIFY
W/ ESCALATOR DWGS
24'-9 5/16"
1'-0"
3'-0"
29'-11 7
/8"
2'-0 1
/8"
10'-4" 51'-1 1/16"
CONCRETE BEAM DIMENSIONS AREBASED ON KONE TRANSIT MASTER140 ESCALATOR. VERIFY DIMENSIONSCONFORM WITH REQUIREMENTS OFACTUAL ESCALATOR USED.
NOTE:
1
S5.04
©
Concrete Details
8862
ESCALATOR @ 11
3/4" CHAMFERTYP
HSS 6x6
L 4x3x3/8"x 1'-3"EACH SIDE
1/4
111 1/2" = 1'-0"
(3)- #6
1'-6"
ELE
V.
VA
RIE
S
NOTE 1
HSS 12x6x1/4" LLV
3'-0
"
4"
WELD PLT1'-2"x1'-6"x1/2" W/(6)- 1/2" DIA x 10" LONGHEADED STUD
SEE 1/S5.04FOR REINF
1/4"± ADJUSTMENT
1 1
/2"
S2.01, S4.01, S4.02, S5.01, S5.02. S5.04
INSPECTALL WELDS(BM TO HSS)
1'-6
"
1'-2"
2"
2"
CAULK 1/4" GAPCAULK TO MATCHCOLOR OF CONCRETE
CAULK 1/4" GAP
11A NOTED
EXIST STAIR @ 11A
VA
RIE
S
BOT OFESCALATOR@ 11
BOT OF EXISTSTAIR @ 11A
CAULK 1/4"GAP
1 1
/2"
DENOTES SECOND LAYERREINFORCING
THREESIDES
11 1/2" = 1'-0"
NOTE 2 & 5
NOTE 1
21 1/2" = 1'-0"
NOTE 2 & 5
41 1/2" = 1'-0" S4.01, S4.02, S6.02
1/4" CAP ATEND OF ALL OUTLOOKERS
HSS 6x6x1/4" ORHSS 6x6x1/2"SEE ELEVATIONS
CONCRETEBEAM
101 1/2" = 1'-0" S4.01, S4.02
HSS 12x6x1/4" LLV
WELD PLTSEE 11/S6.01
L 4x32
1/2"
CAULK ±1/4" GAP(ALL AROUND)
2 1/
2"
S6.
0111
TYPICAL GRID WELD CONNECTIONS
TYPICAL GRID WELD CONNECTIONS
ROOF DECK & DECK ITEMSOMITTED FOR CLARITY
S4.01, S4.02, S6.02S6.01, S6.02, S6.03
NOTE 4
1/4"
TC-U4 a
1/2' PLATE TO FITINSIDE PROFILE OF THEHSS (USE AS BACKING)
TYPICAL GRID WELD CONNECTIONS
OUTLOOKER
NOTE 3
NOTE 4
NOTE 2 & 5
31 1/2" = 1'-0" S4.01, S4.02, S6.02
1/4" CAP AT END OFALL OUTLOOKERSAND CANTILEVERS
TYPICAL GRID WELD CONNECTIONS
CANTILEVERHSS
NOTE 3
NOTE 4NOTE 2 & 5
CAP PLATE. SEE 2 & 2AON S6.02 FOR SIZEAND WELDING
1/2' PLATE TO FITINSIDE PROFILE OF THEHSS (USE AS BACKING)
HSS 6x6x1/4" ORHSS 6x6x1/2"SEE ELEVATIONS
EXISTCONCRETEBEAM
51 1/2" = 1'-0"
HSS 12x6x1/4" LLV
L 4x3
CAULK ±1/4" GAP(ALL AROUND)
BOTTOM OF EXISTINGCONCRETE BEAM & HSS
BOTTOM OF CONCRETEBEAM BEYOND
HSS 6x6
L 4x3x3/8"x 1'-3"EACH SIDE
1/4
61 1/2" = 1'-0"
NOTE 1
HSS 12x6x1/4" LLV
3'-0"±
4"
1/4"± ADJUSTMENT
S2.01, S4.01, S4.02, S5.01, S5.02. S5.04
INSPECT
CAULK 1/4" GAP. CAULKTO MATCH COLOR OFCONCRETE
CAULK 1/4" GAP
CAULK 1/4"GAP
NOTE 3
NOTE 3
NOTE 3 NOTE 3
NOTE 3
NOTE 3
NOTE 3
S6.016
THREESIDES
EXIST HANDRAIL TO BE REMOVEDAND CONCRETE PATCHED
EXIST PLATFORM
2"
11"
2"
STAINLESS STEELBOLTS & WASHERS
EMBED 8"
EXIST CONCRETE
(4) 1/2" DIAM STAINLESS STEEL ALL THREAD RODS.DRILL HOLE AND SET WITH HILTI HIT HY 150EPOXY ADHESIVE ANCHOR
EXIST PLATFORM
S6.015
EXISTINGPOST
EXISTINGCURB
EXISTINGBOLTS
1'-6"
4" 1 1/2"
2"
3/4" DIAM (HOT DIPGALVANIZED x 11" ALL THREADROD (A36), SET W/ HILTI RE 500EPOXY ANCHOR SYSTEM
4 1/2"x5 1/2"x1/2"PLATE
1/2"
(2) 3/8" PLATES3" APART
1/4
EXTERIOR SIDESEAL WELD INTERIOR SIDE)
EXTERIOR SIDESEAL WELD INSIDESIDE
1/4" BEVEL
1/4
7 SEE ARCH FOR POST LOCATION3/4" = 1'-0"
GUARDRAIL BASE DETAIL
1/4
1
S6.01
SEE ARCHITECTURAL DETAIL 2, SHEET A115FOR GLASS CONNECTION TO STEEL.
TYP. WELDS ARE NOTED BY SECT 1/S6.01UNLESS OTHERWISE NOTED. SEE GENERALNOTES FOR WELD INSPECTION.
ALL STEEL TUBES TO BE HSS 6x6x1/4" UNLESSNOTED OTHERWISE.
VERTICAL TO BE CONTINUOUS EXCEPT ASNOTED FOR TRUSS FABRICATION. SEE DETAIL2/S6.02 AND 2A/S6.02.
VIERENDEEL TRUSSES ARE TO BE SHOPFABRICATED CONTRACTOR MAY BE SELECTOTHER SEGMENT TO BE SHOP FABRICATED
NOTES
1.
2.
3.
©
STEEL DETAILS
4.
5.
8863
SEE ROOF DECK MANUFACTURERFOR STAINLESS STEEL, SELFTAPPING,SELF SEALING SCREWATTACHMENT OF ROOF DECK
ROOF DECK
NOTE 1
SEE NOTE 2FOR WELDSNOT NOTED
SH
OP
WE
LD
TR
US
S E
LE
ME
NTS
1/4
(2) HSS 12x6x1/4"
SEE DECK MFGFOR GUTTER
1/4 EACH END
2'-9"SEE DECK MFG.FOR CLOSURE
11 " = 1'-0" S4.01, S4.02, S4.03, S6.02
NOTE 1
SEE NOTE 2FOR WELDSNOT NOTED
2
ROOF DECK BEYOND
HSS 6x6 BEYOND
SEE PLAN
1/4" CAPAT END OFCANTILEVER HSS
(2) HSS 12"x6"x1/4"SEE 1/S6.02
1/4" CAPAT ENDHSS CANTILEVER
(2) H
SS
12x6
STE
EL T
RU
SS
(S
HO
P W
ELD
TR
US
S)
SE
E 2
A/S
6.0
2
HSS 6x6x1/4"
HSS 6x6x1/4"
OR
SEE DECK MFGFOR CLOSURE
SEE 2A/S6.02TO INDICATE SHOPFABRICATED TRUSS
7 1/2x7 1/2x1/2"CAP PLATE
STE
EL T
RU
SS
(S
HO
P W
ELD
TR
US
S)
SEE NOTE 2FOR WELDSNOT NOTED
STEEL TRUSS (SHOP WELD)
1/4
2AEXTENT OF SHOP FABRICATION FOR TRUSS
SEE 2/S6.02FOR ITEMS NOTSHOWN OR NOTED
SEE NOTE 2FOR WELDS
3
ROOF DECK
STE
EL T
RU
SS
(S
HO
P W
ELD
TR
US
S E
LE
ME
NTS
HSS 6x6BEYOND
HSS 6x6
HSS 6x6
ROOF DECK
(2)- HSS 12x6x1/4"ROOF DECK
VERIFY FAN OPNGOPNG W/ MFG DWGS
L 2 1/2x2 1/2x3/16" AT (4) SIDESSHOP WELD TO HSS 6x3 FRAME(4) SIDES
51 " = 1'-0" S6.02
4 1 " = 1'-0" S3.01
PLAN DETAIL - EXHAUST FAN FRAMING
1
S6.02
TR
US
S
GRIND WELDFLUSH AT THIS SIDE
NOTE 1
TR
US
S -
SH
OP
FA
BR
ICA
TE
D
1
S6.02
FURNISH THESE OUTLOOKERSWITH SHOP FABRICATED TRUSS
1/4" CAP AT ENDOF CANTILEVER
SEE ARCH DETAILFOR CURB
HSS 6x6x1/4"
HSS 6x6x1/4"
HSS 6x6x1/4"
(2)- HSS 12x6x1/4"SEE ABOVE FOR WELDS
HSS 6x6x1/4"
HSS 6x6x1/4"
1/4 EACH END
ROOF DECK
1 " = 1'-0" S4.01, S4.02, S4.03
1 " = 1'-0" S6.02
HSS 12x6 BEYOND
1 " = 1'-0" S4.03, S6.02
G
AOR
G
A
SEE PLAN
OR
G
A
61 " = 1'-0"
SE
E 2
A/S
6.0
2
ROOF DECK
VERIFY FAN OPNGOPNG W/ MFG DWGS
HSS 10x6x1/2" (LLV)BEYOND
L 5x5x1/4" FRAME
91 " = 1'-0" S6.02
81 " = 1'-0"
PLAN DETAIL - EXHAUST FAN FRAMING
SEE ARCH DETAILFOR CURB
HSS 6x6BEYOND
HSS 6x6x1/4"
HSS 6x6x1/4"
ROOF DECK
SEE 1/S6.02
3/16CAP END WITH1/4" PLATE
3/16
B-P1CTYP ALL4 CORNERS
9S6.02
L 5x5 FRAMEVERIFY FRAME OPNGW/ MFG DETAIL
HSS 6x3x3/16"AT (4) SIDES
HSS 6x3x3/16"
3S6.01
4S6.01
5
S6.02
VIE
RE
ND
EE
L T
RU
SS
1
S6.03
1
S6.03
3/16TYP
1
S6.03
1
S6.03
S6.02
STEEL DETAILS
SEE SHEET S6.01 FORDETAIL NOTES
SEE ARCHITECTURAL DETAIL 2, SHEET A115FOR GLASS CONNECTION TO STEEL.
TYP. WELDS ARE NOTED BY SECT 1/S6.01UNLESS OTHERWISE NOTED. SEE GENERALNOTES FOR WELD INSPECTION.
ALL STEEL TUBES TO BE HSS 6x6x1/4" UNLESSNOTED OTHERWISE.
VERTICAL TO BE CONTINUOUS EXCEPT ASNOTED FOR TRUSS FABRICATION. SEE DETAIL2/S6.02 AND 2A/S6.02.
VIERENDEEL TRUSSES ARE TO BE SHOPFABRICATED CONTRACTOR MAY BE SELECTOTHER SEGMENT TO BE SHOP FABRICATED
NOTES
1.
2.
3.
4.
5.
8864
©
1
RF DK
SEE GENERAL NOTESON SHEET S0.01
SEE PLAN FOR SIZE
HSS 6x6 STRUTSS
EE
AR
CH
FO
R E
LE
VA
TIO
N
2
RF DK
1 1/2" = 1'-0"
SE
E A
RC
H F
OR
ELE
VA
TIO
N
SEE DECK MFGFOR CLOSURE
HSS 6x6x1/4"
2'-0"
24" CONC COLSEE SECT 3/S5.03FOR COLUMN REINF
#3 CIRCULAR TIES
3"
3 @
6"
CHAMFER
(4) 5/8" DIAM ALL THREADWELD TO 12x12x1/2" PLATE
SEE 1/S6.01 FORTYP WELD
1/4TOUCH UP WELDSW/ ZINC RICH PAINT
HSS 6x6 TOHSS 10x8
SEE PLAN
31 1/2" = 1'-0"
RF DK
SE
E A
RC
H F
OR
ELE
VA
TIO
N
SEE DECK MFGFOR CLOSURE
HSS 10x8CONTINUOUSOVER COLUMN
S3.01
SEE 2/S6.03FOR ITEMS NOT NOTED
S3.01
1 1/2" = 1'-0" S3.01, S6.03
(AT HSS 10x8 TO WELD PLT)
1/4
1/4
S6.034
S6.034 OPP
SEE 1/S6.01FOR TYP WELD
1
A.2G.1
HSS 6x6CANTILEVER
1/2" CAP PLT
41 1/2" = 1'-0" S3.01, S6.03
PLAN VIEW
10"
24" CONC COL
WELD PLATE(12X12X 1/2")SEE SECT 2/S6.03
24" CONC COLSEE SECT 2/S6.03 & 3/S5.03FOR COLUMN REINF
S6.035
OR
SEE PLAN
S6.035 0PP OR
@ OPP
2.1
A.2 G.1
HSS 6x6CANTILEVER
1/2" CAP PLT
24" CONC COL
WELD PLATE(12X12X 1/2")SEE SECT 2/S6.03
@ OPP
51 1/2" = 1'-0" S3.01, S6.03
S6.03
STEEL DETAILS
SEE ARCHITECTURAL DETAIL 2, SHEET A115FOR GLASS CONNECTION TO STEEL.
TYP. WELDS ARE NOTED BY SECT 1/S6.01UNLESS OTHERWISE NOTED. SEE GENERALNOTES FOR WELD INSPECTION.
ALL STEEL TUBES TO BE HSS 6x6x1/4" UNLESSNOTED OTHERWISE.
VERTICAL TO BE CONTINUOUS EXCEPT ASNOTED FOR TRUSS FABRICATION. SEE DETAIL2/S6.02 AND 2A/S6.02.
VIERENDEEL TRUSSES ARE TO BE SHOPFABRICATED CONTRACTOR MAY BE SELECTOTHER SEGMENT TO BE SHOP FABRICATED
NOTES
1.
2.
3.
4.
5.
8865
©
SEE ROOF DECK MANUFACTURERFOR STAINLESS STEEL, SELFTAPPING,SELF SEALING SCREWATTACHMENT OF ROOF DECK
ROOF DECK
SEE NOTE 2FOR WELDSNOT NOTED
1/4
(2) HSS 12x6x1/4"
SEE DECK MFGFOR GUTTER
1/4 EACH END
11 " = 1'-0" S3.01, S4.03
2
TR
US
S
GRIND WELDFLUSH AT THIS SIDE
NOTE 1
FURNISH THIS OUTLOOKERSHOP FABRICATED TO COLUMN
HSS 6x6x1/4"
HSS 6x6x1/4"
1 " = 1'-0" S3.01, S4.03
OR
G
A
17
HSS 12x6x1/2"
18 19 21
Z3
9"
HSS 10x6x1/2"
HSS 6x6x1/4"
SEE ROOF DECK MANUFACTURERFOR STAINLESS STEEL, SELFTAPPING,SELF SEALING SCREWATTACHMENT OF ROOF DECK
2'-9"
SEE DECK MFG.FOR CLOSURE
1/4 EACH END
2A NOTED
2'-6"
HSS 6x6x1/4"
Z3
9"
SEE PLAN FOR SIZE1/4" CAP PLTSHOP WELDED TO COLUMN
1/4" CAP PLTSHOP WELDED TOHSS 6x6
NOTE 2
HSS 6x6x1/4"LOWER 6" @ 2A
HSS 6x6x1/2"
SEE ROOF DECK MANUFACTURERFOR STAINLESS STEEL, SELFTAPPING,SELF SEALING SCREWATTACHMENT OF ROOF DECK
NOTE 1
SEE NOTE 2 & 4FOR WELDSNOT NOTED
SH
OP
WE
LD
TR
US
S E
LE
ME
NTS
2'-9"
TR
US
S -
SH
OP
FA
BR
ICA
TE
D
HSS 6x6x1/4"
HSS 6x6x1/4"
HSS 6x6x1/4"
1/4 EACH END
ROOF DECK
6
1/4 EACH END
ROOF DECK
(2)- HSS 12x6x1/4"SEE 1/S6.04 FOR WELDS
HSS 6x6x1/4"
7
SEE DECK MFG.FOR CLOSURE
Z8
Z9
31 " = 1'-0" S3.01, S4.03
1/4 EACH END
20
1/4 EACH END
HSS 6x6x1/4"
1
S6.04
©
STEEL DETAILS
SEE ARCHITECTURAL DETAIL 2, SHEET A115FOR GLASS CONNECTION TO STEEL.
TYP. WELDS ARE NOTED BY SECT 1/S6.01UNLESS OTHERWISE NOTED. SEE GENERALNOTES FOR WELD INSPECTION.
ALL STEEL TUBES TO BE HSS 6x6x1/4" UNLESSNOTED OTHERWISE.
VERTICAL TO BE CONTINUOUS EXCEPT ASNOTED FOR TRUSS FABRICATION. SEE DETAIL2/S6.02 AND 2A/S6.02.
VIERENDEEL TRUSSES ARE TO BE SHOPFABRICATED CONTRACTOR MAY BE SELECTOTHER SEGMENT TO BE SHOP FABRICATED
NOTES
1.
2.
3.
4.
5.
8866
LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION VOLTS LAMPS BALLASTINPUT
WATTSREMARKS
A4' STRIP SURFACE MOUNT LINEAR LEDKENALL MODEL # MLHA5-48-F-XX-PP-45L40K-DCC-1-DV
277 LED INTEGRAL 50W CANOPY LIGHTING FIXTURE
BROUGHLYTE VAPORTIGHTPHILLIPS STONCO MODEL # VWXL-11-GC
120 100W INTEGRAL 100W ESCALATOR PIT LIGHTING
NOTES: 1. CONTRACTOR TO SUBMIT ALL LIGHTING FIXTURE PRODUCT DATA TO ARCHITECT FOR APPROVAL. 2. CONTRACTOR TO COORDINATE ALL FIXTURE FINISH, COLOR, LENS TYPE, AND LAM COLORS WITH ARCHITECT.