structural s1.1 general notes logix federal credit union architecturals.pdf · logix federal credit...
TRANSCRIPT
SITE
PROJECT INFORMATION
OWNER:
USE GROUP CLASSIFICATION:
BUSINESS
CONSTRUCTION CLASSIFICATION;
TYPE 1B
2014 COUNTY OF LOS ANGELES BUILDING CODE (TITLE
26) (BASED ON 2013 CALIFORNIA BUILDING CODE)
2014 COUNTY OF LOS ANGELES ELECTRICAL CODE
(TITLE 27)
(BASED ON 2013 CALIFORNIA ELECTRICAL CODE)
2014 COUNTY OF LOS ANGELES MECHANICAL CODE
(TITLE 29)
(BASED ON 2013 CALIFORNIA MECHANICAL CODE)
2014 COUNTY OF LOS ANGELES PLUMBING CODE
(TITLE 28)
(BASED ON 2013 CALIFORNIA PLUMBING CODE)
GOVERNING CODES:
SPRINKLER:
FULLY SPRINKLERED
SEISMIC CATEGORY:
E
LOGIX FEDERAL CREDIT UNION
2340 HOLLYWOOD WAY
BURBANK, CA. 91505
SCOPE OF WORK:
NEW BUILDING
FIRE ALARM:
YES
2014 COUNTY OF LOS ANGELES GREEN BUILDING
STANDARDS CODE (TITLE 31)
(BASED ON 2013 CALIFORNIA GREEN BUILDING
STANDARDS CALGREEN CODE)
SHT # NAME REV REV DATESHT # NAME REV REV DATE
0.0 COVER SHEET
ARCHITECTURAL
A1.1 ARCHITECTURAL SITE PLAN
A3.0 LOWER LEVEL FLOOR PLAN
A3.1 COMPOSITE FIRST FLOOR PLAN
A3.2 COMPOSITE SECOND FLOOR PLAN
A3.3 COMPOSITE THIRD FLOOR PLAN
A4.1 ROOF PLAN
A5.1 EXTERIOR ELEVATIONS
A5.2 EXTERIOR ELEVATIONS
A6.1 BUILDING SECTIONS
A6.2 BUILDING SECTIONS
A7.1 WALL SECTIONS
A7.2 WALL SECTIONS
A7.3 WALL SECTIONS
A7.4 WALL SECTION
A7.5 WALL SECTION DETAILS
A7.6 WALL SECTION DETAILS
A7.7 WALL SECTION DETAILS
A7.8 WALL SECTION DETAILS
A9.1 STAIR PLANS, SECTIONS, AND DETAILS
A9.2 STAIR PLANS, SECTIONS, AND DETAILS
A9.5 STAIR PLANS, SECTIONS, AND DETAILS
A9.6 STAIR PLANS, SECTIONS, AND DETAILS
A9.7 STAIR PLANS, SECTIONS, AND DETAILS
A9.8 STAIR PLANS, SECTIONS, AND DETAILS
A9.11 ELEVATOR PLANS, SECTIONS, AND DETAILS
A9.12 ELEVATOR PLANS, SECTIONS, AND DETAILS
A9.13 ELEVATOR PLANS, SECTIONS, AND DETAILS
STRUCTURAL
S1.1 GENERAL NOTES
S1.2 SPECIAL INSPECTIONS
S1.3 SPECIAL INSPECTIONS
S1.4 TYPICAL DETAILS
S1.5 TYPICAL DETAILS
S1.6 TYPICAL DETAILS
S1.7 TYPICAL DETAILS
S2.1 LOWER LEVEL FOUNDATION PLAN
S2.2 OVERALL FOUNDATION PLAN
S2.2A PARTIAL FOUNDATION PLAN
S2.2B PARTIAL FOUNDATION PLAN
S2.2C PARTIAL FOUNDATION PLAN
S2.2D PARTIAL FOUNDATION PLAN
S2.3 OVERALL SECOND FLOOR FRAMING PLAN
S2.3A PARTIAL SECOND FLOOR FRAMING PLAN
S2.3B PARTIAL SECOND FLOOR FRAMING PLAN
S2.3C PARTIAL SECOND FLOOR FRAMING PLAN
S2.3D PARTIAL SECOND FLOOR FRAMING PLAN
S2.4 OVERALL THIRD FLOOR FRAMING PLAN
S2.4A PARTIAL THIRD FLOOR FRAMING PLAN
S2.4B PARTIAL THIRD FLOOR FRAMING PLAN
S2.4C PARTIAL THIRD FLOOR FRAMING PLAN
S2.4D PARTIAL THIRD FLOOR FRAMING PLAN
S2.5 OVERALL ROOF FRAMING PLAN
S2.5A PARTIAL ROOF FRAMING PLAN
S2.5B PARTIAL ROOF FRAMING PLAN
S2.5C PARTIAL ROOF FRAMING PLAN
S2.5D PARTIAL ROOF FRAMING PLAN
S2.6 CLERESTORY FRAMING PLAN
S2.7 ENLARGED STAIR FRAMING PLANS
S2.8 ENLARGED STAIR FRAMING PLANS
S3.1 FOUNDATION SECTIONS AND DETAILS
S3.2 FOUNDATION SECTIONS AND DETAILS
S3.3 FOUNDATION SECTIONS AND DETAILS
S3.4 FOUNDATION PLAN DETAILS
S4.1 FRAMING SECTIONS AND DETAILS
S4.2 FRAMING SECTIONS AND DETAILS
S4.3 FRAMING SECTIONS AND DETAILS
S4.4 FRAMING SECTIONS AND DETAILS
S4.5 FRAMING SECTIONS AND DETAILS
S4.6 FRAMING SECTIONS AND DETAILS
S5.1 COLUMN SCHEDULE
S5.2 BASE PLATE SCHEDULE AND DETAILS
S6.1 CONNECTION DETAILS
SP001 SIDEPLATE GENERAL NOTES 1 OF 4
SP002 SIDEPLATE GENERAL NOTES 2 OF 4
SP003 SIDEPLATE GENERAL NOTES 3 OF 4
SP004 SIDEPLATE GENERAL NOTES 4 OF 4
SP101 SIDEPLATE A-TYPE COLUMN DETAILS
SP102 SIDEPLATE B-TYPE COLUMN DETAILS
SP103 SIDEPLATE MISC COLUMN DETAILS
SP104 SIDEPLATE MISC COLUMN DETAILS
SP105 SIDEPLATE BEAM DETAILS
SP106 SIDEPLATE BEAM DETAILS
SP107 SIDEPLATE ERECTION DETAILS
Issue Date:
Project Number:
Sheet No.
DO NOT REPRODUCE
This document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
Title:
Revisions:
VAT VISUAL AUTOMATIC TELLER
FLOORFLR.
WALL COVERING, WATER CLOSET
WATER HEATERWATER PROOF
WELDED WIRE FABRIC
INTERIORINT.
LOUVERLVR
INTERIOR WORK
JOISTJANITOR CLOSET
KNOCK OUTKITCHEN, KITCHENETTE
LINTEL
LAVATORYLAMINATE
KIT.
LAV.LAM.
LTL
KO.
JANJST
I.W.
HEATING VENTILATION & AIR
CONDITIONING
HOSE BIBBH.B.HOLLOW CORE
HEIGHTHARDWARE
HEATING
INSIDEINSULATION
INSIDE DIAMETER
HANDICAP
HVAC
ID
INS.INSUL
HDW.HT
HTG.
HDCP
H.C.
FOOTING
FUTURE
GALVANIZED
GRADE, GRANITE
GAUGE
GYPSUM
GLASS
GENERAL CONTRCTOR
FURRING, FURRED
GALV.
GRGYP.
G.C.
GL.
FUT
GA.
FTG.FURR
WD WOOD
WITHOUTW/OW.W.F.
WHW.P.
VESTIBULE
WITH
WESTW
WCW/
VEST
MISCELLANEOUS
MASONRY OPENING
NOT IN CONTRACT
NOT TO SCALE
OUTSIDE DIAMETER, OVERFLOW DRAIN
PLASTIC LAMINATEPLATE, PLASTIC LAMINATE
POLYVINYL CHLORIDEQUARRY TILE
ROOM, RESILIENT MATERIALROOF TOP UNIT
SOLID SURFACE, SERVICE SINK,
STAINLESS STEEL
TOP OF STEEL
MEMBER SERVIVE REPRESENTATIVE
MANUFACTURERREQ'D REQUIRED
ELECTRIC WATER COOLER
FIRE EXTINGUISHER CABINET
EXTERIOR INSULATING FINISH SYSTEM
EWCEXISTING
EXTERIOR
FLOOR DRAINFIRE ALARM
FOUNDATION
EXHAUST
FIRE EXTINGUISHER
FINISH FLOORFINISH
F.D.
F.E.C.
F.F.FIN
FDN.F.E.
EXT.
F.A.
EX.
EXH.
DIMENSION(S)
DRAPERYDOWN SPOUTDRAWING
ELEVATION
ELEVATOR, ELEVATION
ELECTRICAL
EAST
DOWN
EL.ELEC.
ELEV.
E
E.I.F.S.
DR.DS.DWG.
DIM(S)DN.
STO. STORAGE
THR THRESHOLDTOILET
TRANSOMTYPICAL
TRTYP.
TLT
T.O.S.
STRUCTURALSYNTHETIC
SYSTEM
TELEPHONE
SYS
TEL
STRUCTSYN
SCHED SCHEDULESHEET
STAINSTEEL
STSTL
SS
SHT.
SOLID CORE
SOUTH
S.C.
S
RMRTU
DIRECT EXTERIOR FINISH SYSTEMDIAMETER
D.E.F.S.DIA., ~ PL
PTN. PARTITION
ROOF DRAINRETURN AIR
RDRA
PVCQT
PLASTICPLUMBING
PRIVATEPAINTPAINTED
PLBG.
PR.PTPTD.
PLAM
PLAST
OFFICEOPENINGOPG.
O.D.
OFF.
NORTH
NOMINAL
NO CHANGEN.I.C.NOM.
N.T.S.
N
N.C.
MISC
MOULDING
METAL
M.O.M.S.R.
MTL.
MLDG.MFR
MATERIAL
MAXIMUMMECHANICALMANHOLE
MARBLE
MAXMECHM.H.
MAT'LM
GYPSYM BOARDG.B.
ABBREVIATIONS
BLDG BUILDING
CONCRETE MASONRY UNIT
CLOSETCL
CEILING
CONDENSING UNITCARPET
CONCRETECOLUMNCLEAN OUT
C.U.CR
C.O.
CONC.COL
CLG.CMU
BLOCKING
BENCH MARK, BEAMBY OTHERS
CARPET CHANGE
CENTERLINECAST IRON
CATCH BASIN
BASEMENTBEARING
BULLET RESISTANT
BSMT.
C.C.
C.I.
CB.
B.O.
BRG.
B.R.
BLKG
BM.
ACOUSTICAL CEILING TILE
AUTOMATIC TELLER MACHINE
ACOUSTICAL
AREA DRAINABOVE FINISH FLOORAGGREGATE
ALUMINUMANODIZE
BOARD
BLINDS
AL.
BD.
BL
ANOD.ATM
A.D.A.F.F.AGG.
ACOUST.
ACT
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
INDEX OF DRAWINGS
LOCATION MAP
NEWGROUND
PATCH EXISTING MATERIALS (SCHEDULED
TO REMAIN) THAT WERE DAMAGED DUE TO
NEW DEMOLITION OR CONSTRUCTION, AS
REQUIRED.
VERIFY ALL SECURITY EQUIPMENT DETAILS
& DIMENSIONS W/ MANUFACTURER'S
DRAWINGS.
FLOOR PLAN WALL DIMENSIONS ARE TO FACE OF
EXISTING WALL, FACE OF NEW CONCRETE, FACE
OF NEW MASONRY OR TO FACE OF NEW PARTITION
STUDS.
SEE CEILING PLANS FOR ALL CEILING
TYPES AND HEIGHTS
SEE FINISH PLANS FOR ALL OTHER
ROOM FINISHES
FIELD VERIFY ALL DRAWINGS & DIMENSIONS
WITH EXISTING CONDITIONS.
GENERAL NOTES
ROOM FINISHES
EXISTING PARTITION
NEW PARTITION
KEY NOTE (ONLY PERTAINS TO
ITEMS SHOWN ON PARTICULAR
SHEET WHERE KEY NOTES ARE
SHOWN)
WALL OR PARTITION WITH
PARTION TYPE NUMBER
DEMOLITION KEY NOTE (ONLY
PERTAINS TO ITEMS SHOWN ON
PARTICULAR SHEET WHERE KEY
NOTES ARE SHOWN)
EXISTING DOOR & FRAME TO REMAIN
EXISTING DOORS, FRAMES, PARTITIONS,
ETC. TO BE REMOVED, SEE DEMOLITION
PLAN
1
1
ROOM NUMBER
DOOR NUMBER
DETAIL NUMBER
SHEET NUMBER WHERE DETAIL IS SHOWN
SECTION OR DETAIL SYMBOL
101
101
LEGEND
1
XX
X
0.0
COVER SHEET
29284-0001
11/18/2016
A. SPENCER
LO
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FE
DE
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DIT
UN
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QU
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BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &
STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
VALENCIA, CALIFORNIA
CO
NC
RE
TE
& S
TR
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TU
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E
Logix Federal Credit Union
CONCRETE & STRUCTURAL STEEL PACKAGE
27918 FRANKLIN PARKWAY
2014 COUNTY OF LOS ANGELES ELEVATOR CODE
(BASED ON 2013 EDITION OF PART 7 OF TITLE 24 OF
THE CALIFORNIA CODE OF REGULATIONS)
PROJECT ADDRESS:
LOGIX FEDERAL CREDIT UNION
27918 FRANKLIN PARKWAY
VALENCIA, CA. 91355
STRUCTURAL ENGINEER:
KPFF
1630 DES PERES RD., SUITE 100
ST. LOUIS, MO. 63131
MEP ENGINEER:
SYSKA HENNESSY GROUP
425 CALIFORNIA ST., SUITE 700
SAN FRANCISCO, CA. 94104
NO
T F
OR
CO
NSTR
UC
TIO
N
FO
R R
EFER
ENC
E O
NLY
HEADQUARTERS BUILDING
THIS PROJECT IS DESIGNED TO COMPLY WITH THE 2016 CALIFORNIA BUILDING
STANDARDS CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS)
UPDN
CF
SP
BF
P
CW
GA
S
ST
OR
M D
RA
IN
SA
NIT
AR
YS
EW
ER
ELE
C
BF
P
SA
NIT
AR
YS
EW
ER
FRANKLIN PARKWAY
CO
MM
ER
CE
CE
NT
ER
DR
IVE
10
1213
16
N48°4
3'3
4"W
73
8.3
4'
S48°4
3'3
4"E
77
2.4
3'
N40°20'03"E 298.21'
N48°4
0'0
1"E
14.9
4'
N45°36'55"E 221.55'
N41°2
3'1
5"W
72
1.4
4'
R=2458.00' L = 533.91' Δ = 12' 26" 43'"
BRIDGE
xx
xx
x
D
TT
TT
T
T
S
S
S
S
S
S
S
SS
S
S
PP
PP
P
P x
x
xx
x x
S
S
S
S
S
S
S
S
/1 A1.1A
/1 A1.1A
/1 A1.1A
/1 A1.1B/1 A1.1B
/1 A1.1B/1 A3.1C
/1 A3.1C/1 A3.1C
/1 A3.1D/1 A3.1D
/1 A3.1D
/1 A1.1B
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A1.1
ARCHITECTURAL SITE PLAN
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1" = 40'-0"
ARCHITECTURAL SITE PLAN1
NNNN
NO
T F
OR
CO
NSTR
UCTIO
N F
OR
REFER
ENCE O
NLY
NO
T F
OR
CO
NSTR
UCTIO
N F
OR
REFER
ENCE O
NLY
NO
T F
OR
CO
NSTR
UCTIO
N F
OR
REFER
ENCE O
NLY
NO
T F
OR
CO
NSTR
UCTIO
N F
OR
REFER
ENCE O
NLY
HEADQUARTERS BUILDINGHEADQUARTERS BUILDINGHEADQUARTERS BUILDINGHEADQUARTERS BUILDING
PARKING STRUCTUREPARKING STRUCTUREPARKING STRUCTUREPARKING STRUCTURE
(NOT IN CONTRACT)(NOT IN CONTRACT)(NOT IN CONTRACT)(NOT IN CONTRACT)
UP
DN
UP
A5.1
1
3 3.3 4
D
E
F
21.71
1
A6.1
2
A6.1
3
A6.1
1
A6.2
A5.2 3
C
45' - 6" 28' - 0" 45' - 6"
29' - 6"
30' - 0"
30' - 0"
A9.1
1
ELECTRICALB006
ELEV. EQPT.B002
TOILETB010
86' - 0"
82' - 0"
86' - 0"
29' - 6"
30' - 0"
23' - 7 1/8"
6' - 4 7/8"
6' - 1 1/8"
1' - 0" 46' - 4 7/8"
8' - 0"
1' - 0"
32' - 0"
1' - 0"
6' - 0" 6' - 4 7/8" 38' - 5 1/8" 8" 28' - 0" 8" 38' - 5 1/8" 6' - 4 7/8"
2' - 6"
12' - 0"
12' - 0"
6' - 0"
12' - 0"
12' - 0"
16' - 0"
1' - 0"
1' - 0"
29' - 6"
12' - 0"
8' - 0"1' - 0"
33' - 0" 5' - 6" 6' - 3 7/8"
4 1/4" 5 1/4"
8' - 7 1/2" 9' - 4"
7 5/8"
8' - 3 5/8" 11' - 7 3/8"
4 1/4"
7 7/8"
4 1/4"
9' - 2 7/8"
10 7/8"
9 1/2"
11' - 6"
9' - 5" 18' - 3 1/4" 11' - 7 3/8"
9 1/2" 38' - 6 1/8"
1' - 6"
9 5/8"
3' - 8" 20' - 6 3/8"1' - 6"
A9.11
1
STAIR5
1' - 0"
1' - 0"
WATER SERVICEB004
6' - 8 1/8"
-
---
82' - 0"
84' - 0"
1' - 0"
B010
B003
B004
B006B
B006A
B007A
B008B
B007B
B002
B006C
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A3.0
LOWER LEVEL FLOOR PLAN
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/8" = 1'-0"
LOWER LEVEL1
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
UP
UP
UP
DN
UP
A5.12
A5.1
1
A5.2 2
A5.2
1
3 3.3 4 4.7 5 5.7 6 7 7.3 8
D
E
F
G
L
M
N
21.71
H
J
K
A9.1
2
1
A6.1
2
A6.1
3
A6.1
1
A6.2
2
A6.2
A5.13 4
A5.2 4
A5.2 3
3
A9.9
3
A6.2
A9.3
1
4
A9.3
31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0" 4' - 0" 57' - 0" 31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0"
45' - 6" 28' - 0" 45' - 6" 61' - 0" 45' - 6" 28' - 0" 45' - 6"
15' - 6"
14' - 6"
15' - 6"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
30' - 0"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
2
A90.9
C
A9.11
2
A9.5
1
A9.9
1
A9.7
1
A9.13
1
/1 A3.1A
/1 A3.1A
/1 A3.1B
/1 A3.1B/1 A3.1C
/1 A3.1C
/1 A3.1D
/1 A3.1D
/1 A3.1A
/1 A3.1B
/1 A3.1C
/1 A3.1D
JAN.A145
UNISEXA146
MEN'SA148 WOMEN'S
A139
-
-
SHOWERSB143
STAIR5
STAIR2
STAIR3
STAIR4
ELEV.E B
ELEV.E A
ELEV.E C
STAIR1
WOMEN'SB158
JAN.B165
MEN'SB164
SHOWERSB147
WOMEN'SB148
MEN'SB144
IDFA108
ELECT.A130
IDFA121
IDFB137
ELECT.B110
IDFB111
-
-
-
---
A11.1
2
A11.1
1
A11.1
3
JAN.B151
-
-ELEV RM
A129
-
---
-
---
-
---
-
---
6' - 2"
5
A13.12 4
3
A13.17 5
6
A13.1
8
9
10
11
A13.1
13
12
14
15
6' - 6 1/8"
3
A7.3
B111 B110
B137
CR1CR1
B141A
CR1
B115A
B115B
A101A
A101B
A108
A113A
A121
A113B
A129
A130
C100A C100B
B141B
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A3.1
COMPOSITE FIRST FLOORPLAN
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
NNNN
1/16" = 1'-0"
FIRST FLOOR1
NOT FOR CONSTRUCTIO
N FOR REFERENCE ONLY
NOT FOR CONSTRUCTIO
N FOR REFERENCE ONLY
NOT FOR CONSTRUCTIO
N FOR REFERENCE ONLY
NOT FOR CONSTRUCTIO
N FOR REFERENCE ONLY
UP
DN
UP
DN
UP
DN
UP
DN
UP
DN
A5.12
A5.1
1
A5.2 2
A5.2
1
3 3.3 4 4.7 5 5.7 6 7 7.3 8
D
E
F
G
L
M
N
21.71
H
J
K
1
A6.1
2
A6.1
3
A6.1
1
A6.2
2
A6.2
A5.13 4
A5.2 4
A5.2 3
A9.1
3
3
A9.9
3
A6.2
4
A9.3
A9.3
2
31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0" 4' - 0" 57' - 0" 31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0"
45' - 6" 28' - 0" 45' - 6" 61' - 0" 45' - 6" 28' - 0" 45' - 6"
15' - 6"
14' - 6"
15' - 6"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
30' - 0"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
A22.2 2
---
-
C
A9.5
2
A9.9
2
A9.11
3
A9.13
2
A9.7
2
/1 A3.2A
/1 A3.2A
/1 A3.2B/1 A3.2B
/1 A3.2B
/1 A3.2A
/1 A3.2C
/1 A3.2C
/1 A3.2C
/1 A3.2D /1 A3.2D
/1 A3.2D
STAIR4
STAIR3
STAIR2
STAIR5
ELEV.E B
ELEV.E A
ELEV.E C
MEN'SA247
WOMEN'SA238
UNISEXA245
JAN.A244
MEN'SB250
UNISEXB248
JAN.B247
WOMEN'SB241
IDFA212
IDFA227
ELECTA231
STAIR1
-
-
-
---
A11.2
2
A11.2
1
-
---
-
---
-
---
-
---
---
-
5
A13.17
3
A7.3
3.25" slab w/2"metal deck
A202
3.25" slab w/2"metal deck
A212
3.25" slab w/2"metal deck
A231
3.25" slab w/2"metal deck
A227
3.25" slab w/2"metal deck
A216
A228 A215
B232
3.25" slab w/2"metal deck
B233
B222
B204
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A3.2
COMPOSITE SECOND FLOORPLAN
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/16" = 1'-0"
SECOND FLOOR1
NOT FOR CONSTRUCTIO
N FOR REFERENCE ONLY
NOT FOR CONSTRUCTIO
N FOR REFERENCE ONLY
NOT FOR CONSTRUCTIO
N FOR REFERENCE ONLY
NOT FOR CONSTRUCTIO
N FOR REFERENCE ONLY
DN
DN
DN
DN
UP
A5.12
A5.1
1
A5.2 2
A5.2
1
3 3.3 4 4.7 5 5.7 6 7 7.3 8
D
E
F
G
L
M
N
21.71
H
J
K
1
A6.1
2
A6.1
3
A6.1
1
A6.2
2
A6.2
A5.13 4
A5.2 4
A5.2 3
A9.1
4
A9.10
1
3
A9.9
3
A6.2
4
A9.3
A9.3
3
31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0" 4' - 0" 57' - 0" 31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0"
45' - 6" 28' - 0" 45' - 6" 61' - 0" 45' - 6" 28' - 0" 45' - 6"
15' - 6"
14' - 6"
15' - 6"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
29' - 6"
30' - 0"
2
A90.9
C
A9.11
4
A9.5
3
A9.13
3
A9.8
1
/1 A3.3A/1 A3.3A
/1 A3.3A
/1 A3.3B
/1 A3.3B
/1 A3.3B
/1 A3.3C
/1 A3.3C
/1 A3.3C
/1 A3.3D/1 A3.3D
/1 A3.3D
IDF387
ELECT.388
WOMEN'S366
MEN'S368
UNISEX367
JAN,365
MEN'S342
WOMEN'S344
JAN.343
UNISEX341
ELEV.E C
STAIR1
STAIR3
STAIR4
STAIR5
ELEV.E B
ELEV.E A
STAIR2
ELECT.382
IDF383
IDF307
IDF328
ELECT.331
-
-
-
---
A11.3
2
A11.3
1
-
---
-
-- -
-
---
-
---
--
-
---
5
A13.17
3
A7.3
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A3.3
COMPOSITE THIRD FLOORPLAN
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/16" = 1'-0"
THIRD FLOOR1
NOT FOR CONSTRUCTIO
N FOR REFERENCE ONLY
NOT FOR CONSTRUCTIO
N FOR REFERENCE ONLY
NOT FOR CONSTRUCTIO
N FOR REFERENCE ONLY
NOT FOR CONSTRUCTIO
N FOR REFERENCE ONLY
DN
3 3.3 4 4.7 5 5.7 6 7 7.3 8
D
E
F
G
L
M
N
21.71
H
J
K
C STAIR5
STAIR2
STAIR3
STAIR4
31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0" 4' - 0" 57' - 0" 31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0"
31' - 0 3/8" 148' - 11 5/8" 31' - 0 3/8" 46' - 1 1/4"
6' - 4 7/8"
56' - 6 1/4"
6' - 4 7/8"
26' - 6 1/4"
256' - 0 3/8"
15' - 6"
14' - 6"
15' - 6"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
29' - 6"
30' - 0"
30' - 0"
6' - 4 7/8"
196' - 11 3/4"
22' - 7 7/8"
7' - 4 1/4"
22' - 7 7/8"
22' - 7 7/8"
10' - 3 1/4"
22' - 7 7/8"
40' - 3 1/4"
BOILER ROOM401
ROOFTOP EQUIPMENT
SCREEN WALL
ROOFTOP MECHANICAL
UNIT (SEE MECH. DWGS.)
ROOFTOP MECHANICAL
UNIT (SEE MECH. DWGS.)
ROOFTOP EQUIPMENT
SCREEN WALL
ALUMIMUM AND
INSUL. GLASS SKYLIGHT
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A4.1
ROOF PLAN
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
Checker
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/16" = 1'-0"
COMPOSITE ROOF PLAN1
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
SECOND FLOOR
116' - 0"
LOWER LEVEL
86' - 0"
33.344.755.7677.38 2 1.7 1
CLERESTORY
151' - 10"
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
PERIMETER T.O.S.
147' - 10 1/4"
INTERIOR T.O.S.
146' - 10 3/4"
INTERIOR T.O.S.
146' - 10 3/4"
DOCK PIT
82' - 0"
GARAGE LOWER LEVEL
91' - 10"
2
A7.1
1
A7.1
2
A7.1SIM.
1
A7.2
1
A7.1
SIM.
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
SECOND FLOOR
116' - 0"
DEFGLMN HJK
CLERESTORY
151' - 10"CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
PERIMETER T.O.S.
147' - 10 1/4"
INTERIOR T.O.S.
146' - 10 3/4"
INTERIOR T.O.S.
146' - 10 3/4"
3
A7.2
4
A7.1
3
A7.2
3
A7.3
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
LOWER LEVEL
86' - 0"
D
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
INTERIOR T.O.S.
146' - 10 3/4"
C
GARAGE LOWER LEVEL
91' - 10"
3
A7.4
@ CLERESTORY
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
D E
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
INTERIOR T.O.S.
146' - 10 3/4"
@CLERESTORY
4
A7.4
32
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
T.O. STAIR LANDING
148' - 4 1/2"
2
A7.4
67
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
T.O. STAIR LANDING
148' - 4 1/2"
1
A7.4
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A5.1
EXTERIOR ELEVATIONS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
Checker
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/16" = 1'-0"
NORTH ELEVATION1
1/16" = 1'-0"
EAST ELEVATION2
1/16" = 1'-0"
TOWER 5 - EAST ELEVATION - NORTH SIDE3 1/16" = 1'-0"
TOWER 2 - WEST ELEVATION - NORTH SIDE4
1/16" = 1'-0"
BOILER ROOM ELEVATION5
1/16" = 1'-0"
STAIR 2, 3 & 4 PENTHOUSE ELEVATION6
NOT F
OR C
ONSTRUCTIO
N F
OR R
EFERENCE O
NLY
NOT F
OR C
ONSTRUCTIO
N F
OR R
EFERENCE O
NLY
NOT F
OR C
ONSTRUCTIO
N F
OR R
EFERENCE O
NLY
NOT F
OR C
ONSTRUCTIO
N F
OR R
EFERENCE O
NLY
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
SECOND FLOOR
116' - 0"
3 3.3 4 4.7 5 5.7 6 7 7.3 821.71
CLERESTORY
151' - 10"
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
PERIMETER T.O.S.
147' - 10 1/4"
INTERIOR T.O.S.
146' - 10 3/4"
INTERIOR T.O.S.
146' - 10 3/4"
2
A7.3
2
A7.3
SIM.
3
A7.1
1
A7.3
1
A7.3
SIM.
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
SECOND FLOOR
116' - 0"
LOWER LEVEL
86' - 0"
D E F G LH J K
CLERESTORY
151' - 10"CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
PERIMETER T.O.S.
147' - 10 1/4"
INTERIOR T.O.S.
146' - 10 3/4"
INTERIOR T.O.S.
146' - 10 3/4"
C
DOCK PIT
82' - 0"
GARAGE LOWER LEVEL
91' - 10"
3
A7.2
4
A7.1
SIM.
SIM.
2
A7.23
A7.3
SIM.
4
A7.4
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
L M NK
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
INTERIOR T.O.S.
146' - 10 3/4"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
LOWER LEVEL
86' - 0"
D E
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
INTERIOR T.O.S.
146' - 10 3/4"
C
DOCK PIT
82' - 0"
GARAGE LOWER LEVEL
91' - 10"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
L JK
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
4
A7.4
@ CLERESTORY
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A5.2
EXTERIOR ELEVATIONS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
Checker
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/16" = 1'-0"
SOUTH ELEVATION1
1/16" = 1'-0"
WEST ELEVATION2
1/16" = 1'-0"
TOWER 3 - WEST ELEVATION - SOUTH SIDE4
1/16" = 1'-0"
DOCK ELEVATION3
1/16" = 1'-0"
TOWER 4 - EAST ELEVATION - SOUTH SIDE5
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
SECOND FLOOR
116' - 0"
LOWER LEVEL
86' - 0"
DEFGHJK
3
A6.1
1
A6.2
2
A6.2
A7.3
1
A7.1
1
PERIMETER T.O.S.
147' - 10 1/4"
PERIMETER T.O.S.
147' - 10 1/4"
C
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
SECOND FLOOR
116' - 0"
LOWER LEVEL
86' - 0"
DEFGL HJK
CLERESTORY
151' - 10"CLERESTORY
151' - 10"
3
A6.1
1
A6.2
2
A6.2A7.3
2
A7.4
1
A7.1
2
C
A7.4
2
T.O. STAIR LANDING
148' - 4 1/2"
T.O. STAIR LANDING
148' - 4 1/2"
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
SECOND FLOOR
116' - 0"
LOWER LEVEL
86' - 0"
LOWER LEVEL
86' - 0"
3 3.3 421.71
CLERESTORY
151' - 10"
CLERESTORY
151' - 10"
1
A6.1
2
A6.1
A7.4
3
PERIMETER T.O.S.
147' - 10 1/4"
PERIMETER T.O.S.
147' - 10 1/4"
DOCK PIT
82' - 0"
DOCK PIT
82' - 0"
A7.2
2A7.1
1SIM.
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A6.1
BUILDING SECTIONS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/16" = 1'-0"
BUILDING SECTION 11
1/16" = 1'-0"
BUILDING SECTION 22
1/16" = 1'-0"
BUILDING SECTION 33
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
SECOND FLOOR
116' - 0"
LOWER LEVEL
86' - 0"
3 3.3 4 4.7 5 5.7 6 7 7.3 821.71
CLERESTORY
151' - 10"
CLERESTORY
151' - 10"
1
A6.1
2
A6.1
A7.2
3
3
A6.2
PERIMETER T.O.S.
147' - 10 1/4"
PERIMETER T.O.S.
147' - 10 1/4"
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
SECOND FLOOR
116' - 0"
3 3.3 4 4.7 5 5.7 6 7 7.3 821.71
1
A6.1
2
A6.1
3
A6.2
4
A9.3
PERIMETER T.O.S.
147' - 10 1/4"
PERIMETER T.O.S.
147' - 10 1/4"
INTERIOR T.O.S.
146' - 10 3/4"
INTERIOR T.O.S.
146' - 10 3/4"
A7.1
4A7.1
4 O.H.
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
SECOND FLOOR
116' - 0"
D E F G L M NH J K
CLERESTORY
151' - 10"CLERESTORY
151' - 10"
1
A6.2
2
A6.2
A7.2
1
PERIMETER T.O.S.
147' - 10 1/4"
PERIMETER T.O.S.
147' - 10 1/4"
A7.1
3
---
-
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A6.2
BUILDING SECTIONS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/16" = 1'-0"
BUILDING SECTION 41
1/16" = 1'-0"
BUILDING SECTION 52
1/16" = 1'-0"
ATRIUM SECTION3
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
LOWER LEVEL86' - 0"
PERIMETER T.O.S.147' - 10 1/4"
C
5' - 2 1/4"
11' - 0" R.O.
4' - 4"
11' - 0" R.O.
4' - 4"
12'-0" R.O.
4"
4"
A7.5
1
2' - 0"
A7.5
2
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
PRE-FIN. ALUM.
CURTAIN WALL SYSTEM
W/ 1" INSUL. GLASS &
INTEGRATED SUNSHADE
7 1/4" 6' - 1 3/8" 2' - 0"
A7.5
3
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1"
INSUL. GLASS &
INTEGRATED SUNSHADE
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
PRE-FIN. ALUM.
CURTAIN WALL
SYSTEM W/ 1"
INSUL. GLASS
PLASTER SOFFITON 3 5/8" MTL.
STUDS FRAMING
DRAINAGE BOARD
ON DAMP PROOFING
ON CONC.
FOUNDATION WALL
FULLY ADHERED
SINGLE-PLY ROOFING
ON COVER BD. ON
RIGID INSUL $ MTL.
DECK
PERFORATED DRAIN
TILE & GRAVEL W/
FILTER FABRIC WRAP
1 HR FIRE RATED
ROOF ASSEMBLY PER
U.L. DESIGN #S715
COMPOSITE CONC.
FLOOR, SEE STRUCT.
DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY PER
U.L. DESIGN #D916
COMPOSITE CONC.
FLOOR, SEE STRUCT.
DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY PER
U.L. DESIGN #D916
2" RIGID INSUL. ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING ON 6" MTL.
STUDS @ 16" O.C. W/
FULL BATT INSUL. (TYP.)
2" RIGID INSUL. ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING ON 6" MTL.
STUDS @ 16" O.C. W/
FULL BATT INSUL. (TYP.)
COMPOSITE CONC.
FLOOR, SEE
STRUCT. DWGS.
2 HR FIRE RATED
FLOOR
ASSEMBLY PER
U.L. DESIGN #D916
CONC. SLAB ON VAPOR
BARRIER ON GRANULAR
BASE, SEE STRUCT. DWGS.
SPRAY FOAMINSUL.
SAFING INSUL.
SAFING INSUL.
A7.5
6
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
LOWER LEVEL86' - 0"
CLERESTORY151' - 10"
PERIMETER T.O.S.147' - 10 1/4"
C
6' - 0"
31' - 4"
11' - 4"
9' - 2"
6' - 1"
14' - 6"
10 1/8"2' - 0"
A7.5
4FULLY ADHERED
SINGLE-PLY
ROOFING ON
COVER BD. ON
RIGID INSUL $ MTL.
DECK
1 HR FIRE
RATED ROOF
ASSEMBLY
PER U.L.
DESIGN #S715 PRE-FIN. ALUM.
STOREFRONT
SYSTEM W/ 1" INSUL.
GLASS
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
2" RIGID INSUL. ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING ON 6" MTL.
STUDS @ 16" O.C. W/
FULL BATT INSUL. (TYP.)
PRE-FIN. ALUM.
SUNSHADE
PRE-FIN. ALUM.
CURTAIN WALL
SYSTEM W/ 1" INSUL.
GLASS
STONE VENEER
PILASTER BEYOND
A7.5
5
DRAINAGE BOARD
ON DAMP PROOFING
ON CONC.
FOUNDATION WALL
PERFORATED DRAIN TILE
& GRAVEL W/ FILTER
FABRIC WRAP
CONC. SLAB ON VAPOR
BARRIER ON GRANULAR
BASE, SEE STRUCT.
DWGS.
ALUM. COMPOSITE
SOFFIT / FASCIA ON
AIR/MOISTURE BARRIER
& FIBERGLASS GYP.
SHEATHING
T.O. STAIR LANDING148' - 4 1/2"
A7.5
6SIM.
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
J
PERIMETER T.O.S.147' - 10 1/4"
5' - 5 3/4"
A7.7
2
FULLY ADHERED
SINGLE -PLY
ROOFING ON COVER
BD. ON RIGID INSUL.
& MTL. DECK
1 HR FIRE RATED
ROOF ASSEMBLY PER
U.L. DESIGN #S715
COMPOSITE CONC.
FLOOR, SEE STRUCT.
DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY
PER U.L. DESIGN #D916
COMPOSITE CONC.
FLOOR, SEE STRUCT.
DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY
PER U.L. DESIGN #D916
2' - 0"
3' - 5 3/4"
CONC. SLAB ON
VAPOR BARRIER ON
GRANULAR BASE,
SEE STRUCT. DWGS.
5' - 2 1/4"
42' - 8"
3' - 0"
4' - 10"
3' - 6"
4' - 0"
3' - 0"
4' - 6"
3' - 6"
4' - 5"
3' - 5"
8' - 6"
PRE-FIN. ALUM.
CURTAIN WALL SYSTEM
W/ 1" INSUL. GLASS
PRE-FIN. ALUM.
SUNSHADE
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
2" RIGID INSUL. ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING ON 6" MTL.
STUDS @ 16" O.C.
A7.6
3
SPANDREL W/
SAFING INSUL.
SPANDREL W/
SAFING INSUL.
A7.6
3
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
8
PERIMETER T.O.S.147' - 10 1/4"
A7.7
1
A7.5
1
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1"
INSUL. GLASS &
INTEGRATED SUNSHADE
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
PRE-FIN. ALUM.
CURTAIN WALL SYSTEM
W/ 1" INSUL. GLASS
STONE VENEER
PILASTER BEYOND
FULLY ADHERED SINGLE-
PLY ROOFING ON
COVER BD. ON RIGID
INSUL $ MTL. DECK
1 HR FIRE RATED ROOF
ASSEMBLY PER U.L.
DESIGN #S715
COMPOSITE CONC.
FLOOR, SEE STRUCT.
DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY PER
U.L. DESIGN #D916 2" RIGID INSUL. ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING ON 6" MTL.
STUDS @ 16" O.C.
COMPOSITE CONC.
FLOOR, SEE
STRUCT. DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY PER
U.L. DESIGN #D916
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
2" RIGID INSUL. ON
AIR/MOISTURE BARRIER ON
FIBERGLASS GYP.
SHEATHING ON 6" MTL.
STUDS @ 16" O.C. W/ FULL
BATT INSUL. (TYP.)
5' - 2 1/4"
7' - 7 1/4"
7' - 8 3/4"
27' - 4"
CONC. SLAB ON
VAPOR BARRIER
ON GRANULAR
BASE, SEE STRUCT.
DWGS.
2' - 0"
3' - 6"
10 1/8"
1' - 1 7/8"
A7.6
3
3' - 0"
4' - 6"
3' - 6"
4' - 5"
3' - 5"
5' - 0"
3' - 6"
SPANDREL W/
SAFING INSUL.
3' - 0"
4' - 7 1/4"
SAFING INSUL.
CONC. FOOTING, SEE
STRUCT. DWGS.
A7.7
3
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A7.1
WALL SECTIONS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/4" = 1'-0"
NORTH WALL SEC. @ FOUNDATION WALL1 1/4" = 1'-0"
NORTH WALL SEC. @ STAIR 52
1/4" = 1'-0"
WALL SEC. @ SOUTH ENTRANCE3 1/4" = 1'-0"
EAST WALL SEC. @ STONE VENEER PILASTER4
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
E
PERIMETER T.O.S.147' - 10 1/4"
5' - 5 3/4"
A7.7
2 O.H. FULLY ADHERED SINGLE
-PLY ROOFING ON
COVER BD. ON RIGID
INSUL. & MTL. DECK
1 HR FIRE RATED
ROOF ASSEMBLY PER
U.L. DESIGN #S715
COMPOSITE CONC. FLOOR,
SEE STRUCT. DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY
PER U.L. DESIGN #D916
COMPOSITE CONC. FLOOR,
SEE STRUCT. DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY
PER U.L. DESIGN #D916
CONC. SLAB ON VAPOR
BARRIER ON GRANULAR
BASE, SEE STRUCT. DWGS.
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1"
INSUL. GLASS
PRE-FIN. ALUM.
SUNSHADE
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
2" RIGID INSUL. ON
AIR/MOISTURE
BARRIER ON
FIBERGLASS GYP.
SHEATHING ON 6"
MTL. STUDS @ 16" O.C.
SPANDREL W/ SAFING
INSUL.
SPANDREL W/
SAFING INSUL.
2' - 0"
3' - 5 3/4" 2' - 0"
A7.6
3
O.H.
A7.6
3
O.H.
FREESTAND
CANOPY (NOT IN
CONC. & STEEL
PACKAGE)
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
LOWER LEVEL86' - 0"
1
PERIMETER T.O.S.147' - 10 1/4"
DOCK PIT82' - 0"
CONC.
FOUNDATION
WALL & COL.
PEDESTAL, SEE
STRUCT. DWGS.
CONC. PAD FOR
TRANSFORMER,
SEE ELEC. &
STRUCT. DWGS.
A7.5
6 SIM.
A7.5
3
O.H.
A7.5
1
A7.5
2
O.H.
O.H.
5' - 2 1/4"
11'-0" R.O.
4' - 4"
11'-0" R.O.
4' - 4"
12'-0" R.O.
14' - 0"
3' - 6"
2' - 0"
2' - 0" 6' - 1 3/8" 7 1/4"
FULLY ADHERED SINGLE-PLY
ROOFING ON COVER BD. ON
RIGID INSUL $ MTL. DECK
1 HR FIRE RATED
ROOF ASSEMBLY PER
U.L. DESIGN #S715
COMPOSITE CONC. FLOOR,
SEE STRUCT. DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY PER
U.L. DESIGN #D916
COMPOSITE CONC. FLOOR,
SEE STRUCT. DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY PER
U.L. DESIGN #D916
COMPOSITE CONC.
FLOOR, SEE STRUCT.
DWGS.
2 HR FIRE RATED
FLOOR
ASSEMBLY PER
U.L. DESIGN #D916
CONC. SLAB ON
VAPOR BARRIER ON
GRANULAR BASE,
SEE STRUCT. DWGS.
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
2" RIGID INSUL. ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING ON 6" MTL.
STUDS @ 16" O.C. W/ FULL
BATT INSUL.
PRE-FIN. ALUM.
CURTAIN WALL SYSTEM
W/ 1" INSUL. GLASS &
INTEGRATED
SUNSHADE
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1"
INSUL. GLASS &
INTEGRATED SUNSHADE
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
2" RIGID INSUL. ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING ON 6" MTL.
STUDS @ 16" O.C. W/ FULL
BATT INSUL.
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
2" RIGID INSUL. ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING ON 6" MTL.
STUDS @ 16" O.C.
PRE-FIN. ALUM.
CURTAIN WALL
SYSTEM W/ 1"
INSUL. GLASS
PLASTER SOFFIT
ON 3 5/8" MTL.
STUDS FRAMING
SPRAY FOAM
INSULATION
3' - 0"
4' - 6"
3' - 6"
3' - 6"
5' - 0"
3' - 6"
3' - 0"
4' - 6"
3' - 6"
SAFING INSUL.
SAFING INSUL.
6"
CONC. FILL
BOLLARD
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
8
PERIMETER T.O.S.147' - 10 1/4"
A7.5
1
A7.5
2
A7.5
3
CONC. SLAB ON
VAPOR BARRIER ON
GRANULAR BASE,
SEE STRUCT. DWGS.
5' - 2 1/4"
11'-0" R.O.
4' - 4"
11'-0" R.O.
4' - 4"
12'-0" R.O.
2' - 0"
PRE-FIN. ALUM.
CURTAIN WALL
SYSTEM W/ 1" INSUL.
GLASS
2' - 0"6' - 1 3/8"
7 1/4"
COMPOSITE CONC. FLOOR,
SEE STRUCT. DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY PER
U.L. DESIGN #D916
SPRAY FOAM
INSULATION
COMPOSITE CONC.
FLOOR, SEE STRUCT.
DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY PER
U.L. DESIGN #D916
FULLY ADHERED
SINGLE-PLY
ROOFING ON COVER
BD. 0N RIGID INSUL.
& MTL. DECK
1 HR FIRE RATED
ROOF ASSEMBLY PER
U.L. DESIGN #S715ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
2" RIGID INSUL. ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING on 6" MTL.
STUDS @ 16" O.C. W/FULL
BATT INSUL.
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1" INSUL.
GLASS & INTEGRATED
SUNSHADE
PLASTER SOFFIT
ON 3 5/8" MTL.
STUDS FRAMING
SAFING INSUL.
SAFING INSUL.
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A7.2
WALL SECTIONS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/4" = 1'-0"
WALL SEC. @ NORTH ENTRANCE1
1/4" = 1'-0"
WEST WALL SEC. @ FOUNDATION WALL2
1/4" = 1'-0"
EAST WALL SECTION3
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
K
PERIMETER T.O.S.147' - 10 1/4"
A7.5
1 O.H.
A7.5
3
O.H.
3' - 6"
4' - 0"
11' - 0"
4' - 4"
12' - 0"
5' - 2 1/4"
11' - 4"
8"
2'-0". 6' - 1 3/8"
A7.6
4
A7.6
5
PAVER& PEDEATAL
FLOOR SYSTEM
FULLY ADHERED SINGLE-PLY
ROOFING ON COVER BD. ON
TAPERED INSUL. & COMPOSITE
CONC. DECK
FULLY ADHERED SINGLE-
PLY ROOFING ON
COVER BD. ON TAPERED
INSUL. & MTL. DECK
1 HR FIRE RATED
ROOF ASSEMBLY PER
U.L. DESIGN #S715
COMPOSITE CONC.
FLOOR SLAB, SEE
STRUCT. DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY
PER U.L. DESIGN #D916
COMPOSITE CONC.
FLOOR SLAB, SEE
STRUCT. DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY
PER U.L. DESIGN
#D916
SPRAY FOAM INSUL.
ON UNDERSIDE OF
DECK
SPRAY FOAM INSUL. ON
UNDERSIDE OF DECK
PLASTER SOFFIT
ON 3 5/8" MTL.
STUDS FRAMING
PRE-FIN. ALUM.
CURTAIN WALL
SYSTEM W/ 1"
INSUL. GLASS
CONC. SLAB ON
VAPOR BARRIER &
GRANULAR BASE,
SEE STRUCT. DWGS.
PRE-FIN. ALUM.
CURTAIN WALL
SYSTEM W/ 1" INSUL.
GLASS & INTEGRATED
SUNSHADE
2" RIGID INSUL. ON
AIR/MOISTUE BARRIER
ON FIBERGLASS GYP.
SHEATHING ON 6"
MTL. STUDS @ 16" O.C.
W/FULL BATT INSUL.
(TYP.)
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
PRE-FIN. ALUM.
CURTAIN WALL
SYSTEM W/ 1" INSUL.
GLASS & INTEGRATED
SUNSHADE
2" RIGID INSUL. ON
AIR/MOISTUE BARRIER
ON FIBERGLASS GYP.
SHEATHING ON 6"
MTL. STUDS @ 16" O.C.
W/FULL BATT INSUL.
(TYP.)
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
SAFING INSUL.
A7.7
3 O.H.
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
L
CLERESTORY151' - 10"
PERIMETER T.O.S.147' - 10 1/4"
A7.6
1
A7.6
2
A7.5
4 O.H.
A7.5
5 O.H.
FULLY ADHERED SINGLE-
PLY ROOFING ON COVER
BD. ON RIGID INSUL. &
MTL. DECK
1 HR FIRE RATED ROOF
ASSEMBLY PER U.L.
DESIGN #S715
PRE-FIN. ALUM.
STOREFRONT SYSTEM
W/ 1" INSUL. GLASS
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
2" RIGID INSUL. ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING ON 6" MTL.
STUDS @ 16" O.C. W/ FULL
BATT INSUL. (TYP.)
PRE-FIN. ALUM.
SUNSHADE
PRE-FIN. ALUM.
CURTAIN WALL
SYSTEM W/ 1"
INSUL. GLASS
STONE VENEER
PILASTER
BEYOND
BALCONY & GUARD
RAIL, SEE DTL.
1/A7.6 & 2/A7.6
STONE VENEER
COLUMN BEYOND
12' - 0"
4' - 4"
5' - 0" 4' - 0"
6' - 1"
9' - 2"
11' - 4"
31' - 4"
PAVER &
PEDESTAL FLOOR
SYSTEM
FULLY ADHERED
SINGLE-PLY
ROOFING ON COVER
BD. ON TAPERED
INSUL. & COMPOSITE
CONC. DECK
ALUM. COMPOSITE
SOFFIT / FASCIA ON AIR
/MOISTURE BARRIER &
FIBERGLASS GYP.
SHAETHING
T.O. STAIR LANDING148' - 4 1/2"
A7.7
3
O.H.
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
8
PERIMETER T.O.S.147' - 10 1/4"
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1"
INSUL. GLASS &
INTEGRATED SUNSHADE
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
FULLY ADHERED SINGLE-
PLY ROOFING ON
COVER BD. ON RIGID
INSUL $ MTL. DECK
1 HR FIRE RATED ROOF
ASSEMBLY PER U.L.
DESIGN #S715
COMPOSITE CONC.
FLOOR, SEE STRUCT.
DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY PER
U.L. DESIGN #D916
COMPOSITE CONC.
FLOOR, SEE
STRUCT. DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY PER
U.L. DESIGN #D916
ADHERED STONE
VENEER ON MORTAR
BED & MTL. LATH
2" RIGID INSUL. ON
AIR/MOISTURE BARRIER ON
FIBERGLASS GYP.
SHEATHING ON 6" MTL.
STUDS @ 16" O.C. W/ FULL
BATT INSUL. (TYP.)
CONC. SLAB ON VAPOR
BARRIER ON GRANULAR
BASE, SEE STRUCT.
DWGS.
SAFING INSUL.
CONC. FOOTING, SEE
STRUCT. DWGS.
2" RIGID INSUL. ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING ON 6" MTL.
STUDS @ 16" O.C.
EXTENDED STL. TUBE
& CLIP ANGLE, SEE
STRUCT. DWGS.
2 HR FIRE RATED
SHAFT WALL, SEE
PART. TYPES
5/8" GYP. BD. ON
3 5/8" MTL. STUDS
FURRING W/ BATT
INSUL, SEE PART.
TYPES
5/8" GYP. BD. ON
3 5/8" MTL. STUDS
FURRING W/ BATT
INSUL, SEE PART.
TYPES
A7.7
1 SIM.
A7.5
1
5' - 6" A7.7
4
A7.7
5
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A7.3
WALL SECTIONS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/4" = 1'-0"
WALL SEC. @ 3rd FLR. BALCONY1 1/4" = 1'-0"
WALL SEC. @ 2nd FLR. BALCONY2
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
1/4" = 1'-0"
WALL SEC. @ STONE VENEER PILASTER3
JK
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
T.O. STAIR LANDING
148' - 4 1/2"
A7.5
5
O.H.
A7.5
4 O.H.
A7.8
2
A7.8
1
6
A7.8
7
A7.5
FULLY ADHERED SINGLE-
PLY ROOFING ON COVER
BD. ON RIGID INSUL. &
MTL. DECK
1 HR FIRE RATED ROOF
ASSEMBLY PER U.L.
DESIGN #S715
FULLY ADHERED SINGLE-PLY
ROOFING ON COVER BD. ON
RIGID INSUL. & MTL. DECK
1 HR FIRE RATED ROOF
ASSEMBLY PER U.L.
DESIGN #S715
ALUM. COMPOSITE SOFFIT / FASCIA
ON AIR/MOISTURE BARRIER ON
FIBERGLASS GYP. SHEATHING & 4"
MTL. STUDS @ 16" O.C.
PRE-FIN. ALUM. STOREFRONT
SYSTEM W/ 1" INSUL. GLASS
ADHERED STONE VENEER ON
MORTAR BED & MTL. LATH
2" RIGID INSUL. ON AIR/MOISTURE
BARRIER ON FIBERGLASS GYP.
SHEATHING & 6" MTL. STUDS @
16" O.C. W/ FULL BATT INSUL.
2 HR FIRE RATED
PARTITION, SEE
PARTITION TYPES
5
A7.8
3
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
A7.5
7
T.O. STAIR LANDING
148' - 4 1/2"
FULLY ADHERED SINGLE-
PLY ROOFING ON COVER
BD. ON RIGID INSUL. &
MTL. DECK
1 HR FIRE RATED ROOF
ASSEMBLY PER U.L.
DESIGN #S715
ALUM. COMPOSITE SOFFIT
/ FASCIA ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING & 4" MTL.
STUDS @ 16" O.C.
PRE-FIN. ALUM.
STOREFRONT SYSTEM
W/ 1" INSUL. GLASS
BOILER ROOM .
A7.8
3SIM.ADHERED STONE VENEER SYSTEM ON
AIR/MOISTURE BARRIER ON
FIBERGLASS GYP. SHEATHING & 6" MTL.
STUDS @ 16" O.C. W/ FULL BATT INSUL.
D
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
C
T.O. STAIR LANDING
148' - 4 1/2"
A7.5
5
A7.5
4
A7.8
4 7
A7.57
A7.5
SIM.
FULLY ADHERED SINGLE-PLY
ROOFING ON COVER BD. ON
RIGID INSUL. & MTL. DECK
1 HR FIRE RATED ROOF
ASSEMBLY PER U.L.
DESIGN #S715
FULLY ADHERED SINGLE-PLY
ROOFING ON COVER BD. ON
RIGID INSUL. & MTL. DECK
1 HR FIRE RATED ROOF
ASSEMBLY PER U.L.
DESIGN #S715
COMPOSITE CONC. FLOOR
SLAB, SEE STRUCT. DWGS.
2 HR FIRE RATED
FLOOR ASSEMBLY PER
U.L. DESIGN #D916
PRE-FIN. ALUM. FLAT/REVEAL
PANELS ON AIR/MOISTURE
BARRIER ON FIBERGLASS GYP.
SHEATHING & 6" MTL. STUDS @
16" O.C. W/FULL BATT INUL.2 HR FIRE RATED
PARTITION, SEE
PART. TYPES
A7.8
3
2 HR FIRE RATED
PARTITION, SEE
PART. TYPES
3
CLERESTORY
151' - 10"
FULLY ADHERED SINGLE-
PLY ROOFING ON COVER
BD. ON RIGID INSUL. &
MTL. DECK
1 HR FIRE RATED ROOF
ASSEMBLY PER U.L.
DESIGN #S715
ALUM. COMPOSITE SOFFIT
/ FASCIA ON
AIR/MOISTURE BARRIER
ON FIBERGLASS GYP.
SHEATHING & 4" MTL.
STUDS @ 16" O.C.PRE-FIN. ALUM.
STOREFRONT SYSTEM
W/ 1" INSUL. GLASS
ADHERED STONE VENEER
SYSTEM ON AIR/MOISTURE
BARRIER ON FIBERGLASS
GYP. SHEATHING & 6" MTL.
STUDS @ 16" O.C.
A7.8
6
A7.8
5
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A7.4
WALL SECTION
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/4" = 1'-0"
CLERESTORY SECTION1
1/4" = 1'-0"
CLERESTORY SEC. @ BOILER RM.3
1/4" = 1'-0"
CLERESTORY - BOILER ROOM2
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
1/4" = 1'-0"
CLERESTORY SEC. @ WING WALL4
8"
1' - 6"
1' - 6"
8"
10 1/4"
9 1/4"
5 1/2"
1/2"
ADHERED STONE VENEER
(SMOOTH SURFACE)
OVER MORTAR BED &
MTL. LATH
2" RIGID INSUL. (R-11) ON
2" GALV. 'Z' FURRING @
16" O.C.
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP.
SHEATHING
6" MTL. STUDS @ 16" O.C.
W/ FULL BATT INSUL.
(R-19)
STL. CLIP ANGLE, SEE
STRUCT. DWGS.
ADHERED STONE VENEER
OVER MORTAR BED & MTL.
LATH
ADHERED STONE VENEER
OVER MORTAR BED &
MTL. LATH
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1" INSUL.
GLASS, SEE SPEC'S.
R.O.
1' - 0 3/8" 5/8"6"
1/2"
2" 1"1 1/2"
1' - 7" 5"
T.O. PERIMETER STEEL
7 1/4"
1 3/8"
MTL. STUDS BRACES @
EA. STUD TO STRUCT.
ABOVE, SEE STRUCT.
DWGS.
PRE-FIN. MTL.
COPING/FLASHING (2
PIECES) W/ CONT. CLEAT
ON 3/4" PLYWOOD
FULLY ADHERED SINGLE-PLY
ROOFING ON 1/2" COVER BD. ON
MIN. R-40 RIGID INSUL. 3" MTL.
DECK W/ 1 HR FIRE RATED
SPRAY-ON FIRE PROOFING
STL. BEAM W/ 1 HR
FIRE RATED SPRAY-
ON FIRE PROOFING,
SEE STRUCT. DWGS.
ROLLER SHADE,
SEE SPEC'S.
2x WD. BLOCKING W/
3/8" DIA. ANCHOR
BOLTS @ 4'-0" O.C.4" MIN.
MEMBRANE FLASHING SET IN
MASTIC W/ CONT. LAP SEALANT
CONT. STL. BENT PLATE
ATTACHED TO 6" MTL.
STUDS AS REQ'D.
CL
WEEP SCREED & MTL.
FLASHING
1' - 0 1/2"
1/2"
2 3/8"
2' - 0"
ADHERED STONE
VENEER (SMOOTH
SURFACE)
OVER MORTAR BED &
MTL. LATH
2" RIGID INSUL. (R-11) ON
2" GALV. 'Z' FURRING @
16" O.C.
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP.
SHEATHING
6" MTL. STUDS @ 16" O.C.
W/ FULL BATT INSUL.
(R-19)
STL. CLIP ANGLE,
SEE STRUCT. DWGS.
1' - 0 3/8" 5/8" 6"
1/2"
2"
1"
1 1/2"
7 1/4"
FIRE SAFING INSUL.
W/RETAINER
ADHERED STONE VENEER
OVER MORTAR BED &
MTL. LATH
ADHERED STONE VENEER
OVER MORTAR BED &
MTL. LATH
8"
1' - 6"
1' - 6"
4"
4"
1 3/8"
3rd FLOOR SLAB
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1" INSUL.
GLASS, SEE SPEC'S.
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1" INSUL.
GLASS, SEE SPEC'S.
1' - 3 3/8" 7 1/4" 1 3/8"
COMPOSITE CONC.
FLOOR SLAB, SEE
STRUCT. DWGS.
ROLLER SHADE,
SEE SPEC'S.
STL. BEAM W/ 2 HR
FIRE RATED
SPRAY-ON FIRE
PROOFING, SEE
STRUCT. DWGS.
3 5/8" MTL.
STUD BRACES
@ 32" O.C.
WINDOW R.O.
5"
WINDOW R.O.
WEEP SCREED & MTL.
FLASHING
CL
1' - 0 1/2" 2 7/8" 7 1/4"
1 3/8"
2' - 0"
SPRAY FOAM INSUL. (MIN.
R-30) ON UNDERSIDE OF
COMPOSITE FLOOR SLAB
PLASTER SOFFIT W/ MTL.
LATH ON AIR/MOISTURE
BARRIER ON 1/2"
FIBERGLASS GYP. SHEATHING
6" MTL. STUDS @ 16" O.C.
W/ 3 5/8" MTL. STUD
BRACES @ 32" O.C.
4"
4"
1' - 6"
1' - 6"
8"
5"
ADHERED STONE VENEER
(SMOOTH SURFACE)
OVER MORTAR BED &
MTL. LATH
2" RIGID INSUL. (R-11) ON
2" GALV. 'Z' FURRING @
16" O.C.
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP.
SHEATHING
FIRE SAFING INSUL.
W/RETAINER
ADHERED STONE
VENEER
OVER MORTAR BED &
MTL. LATH
ADHERED STONE VENEER
OVER MORTAR BED &
MTL. LATH
2nd FLOOR SLAB
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1" INSUL.
GLASS, SEE SPEC'S.
COMPOSITE FLOOR
SLAB (2 HR FIRE
RATED), SEE STRUCT.
DWGS.
STL. BEAM W/ 2 HR
FIRE RATED SPRAY-ON
FIRE PROOFING, SEE
STRUCT. DWGS.
WINDOW R.O.
3 5/8" MTL. STUDS RUNNER &
HANGER @ 24" O.C. EA. WAY
W/ 2 1/2" KICKERS @ 48" O.C.
ATTACHED TO STRUCT. ABOVE
WINDOW R.O.
6" 2" 6'-1 3/8". 1' - 1" 6"
1/2"
2"
1"1 1/2"
7 1/4"PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1" INSUL.
GLASS, SEE SPEC'S.
WEEP SCREED & MTL.
FLASHING
ROLLER SHADE,
SEE SPEC'S.
CL
STL. CLIP ANGLE,
SEE STRUCT. DWGS.
CONT. STL. CHANNEL TRACK,
VERT. CHANNELS @ EA.
BEAM & ANGLE KICKERS,
SEE STRUCT. DWGS.
6" MTL. STUDS @ 16" O.C.
BETWEEN STL. CHANNELS
W/ FULL BATT INSUL. (R-19)
ALUM. COMPOSITE
FASCIA ON
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS
GYP. SHEATHING & 4"
MTL. STUDS @ 16" O.C.3 5/8" MTL. STUDS
RUNNER & HANGER
@ 24" O.C. EA. WAY
W/ 2 1/2" KICKERS
@ 48" O.C.
ATTACHED TO
STRUCT. ABOVE
1' - 10 3/8"
10"
PRE-FIN. ALUM. ROOF
EDGE FLASHING W/
CONT. CLEAT
FULLY ADHERED SINGLE-PLY
ROOFING ON 1/2" COVER BD.
ON RIGID INSUL. & 3" MTL. DECK
W/ 1 HR FIRE RATED SPRAY-ON
FIRE PROOFING
STL. BEAM W/ 1 HR
FIRE RATED SPRAY-ON
FIRE PROOFING (TYP.),
SEE STRUCT. DWGS.
ALUM. COMPOSITE SOFFIT
PANELS OVER AIR/MOISTURE
BARRIER ON 1/2" FIBERGLASS
GYP. SHEATHING
MEMBRANE FLASHING
SET IN MASTIC W/
CONT. LAP SEALANT
8" MIN.
WEEPS, EXTRUSION
CLIPS & SHIM BY ALUM.
COMPOSITE PANELS
CONTRACTOR
STL. CLIP ANGLES,
SEE STRUCT. DWGS.
2x WD. BLOCKING W/
3/8" DIA. ANCHOR
BOLTS @ 4'-0" O.C.
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1" INSUL.
GLASS, SEE SPEC'S.
4 1/2"6" MTL. STUDS @ 16" O.C.
W/ 3 5/8" MTL. STUD
BRACES @ 32" O.C. &
FULL BATT INSUL.
7
A7.5
2' - 1"
18 GA
PLATE AS
REQ'D.
1 1/2"x MIN. 18GA 'Z'
CHANNEL AS REQ'D. 2' - 0"
7.5°
2 1/4"
6"1/2"
CONT. SEALANT &
BACKER ROD
2 1/4"
WEEPS BY ALUM. COMPOSITE
PANELS CONTRACTOR
PRE-FIN. MTL. FLASHING
10"
7 5/8"
9' - 2"
6" MTL. STUDS @ 16" O.C.
W/ FULL BATT INSUL.
(R-19) & 3 5/8" MTL. STUD
BRACES @ 32" O.C.
2" RIGID INSUL. (R-11)
ON 2" GALV. 'Z'
FURRING @ 16" O.C.
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS
GYP. SHEATHING
ADHERED STONE
VENEER
OVER MORTAR BED
& MTL. LATH
PRE-FIN. ALUM.
STOREFRONT
SYSTEM W/ 1" INSUL.
GLASS, SEE SPEC'S.
WINDOW R.O.
PRE-FIN. ALUM.
CURTAIN WALL
SYSTEM W/ 1"
INSUL. GLASS, SEE
SPEC'S.
1' - 4 1/8" 6 1/4" 5" 4 1/2"2 1/4"
7" 6"
1/2"
2"2 1/2"
STL. TUBES
FRAMING & CLIP
ANGLE, SEE
STRUCT. DWGS.
6" MTL. STUDS @
16" O.C. W/ FULL
BATT INSUL. (R-19) &
3 5/8" MTL. STUD
BRACES @ 32" O.C.
8"
DRFIT CLIP ANGLES,
SEE STRUCT. DWGS.
STONE VENEER
PILASTER BEYOND
CORNER BEAD
5/8" GYP. BD.
PLAS. LAM. ON 3/4"
SUBSTRATE
10 1/8" 6" 1' - 6"
WEEP SCREED & MTL.
FLASHING
PLASTER SOFFIT W/
MTL. LATH ON
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS
GYP. SHEATHING
2' - 6"
5' - 6"
CL
6" MTL. STUDS @
16" O.C.
10 1/8"
(2" @ STAIR 5)
3 1/2"
6"
CONC. FOUNDATION
WALL & COMPOSITE
CONC. FLOOR, SEE
STRUCT. DWGS.
PRE-FIN. ALUM.
CURTAIN WALL
SYSTEM W/ 1" INSUL.
GLASS
DAMP PROOFING
OVER CONC.
FOUNDATION WALL
DRAINAGE BOARD
FIN. GRADE, SEE
CIVIL DWGS.
3 1/2"
3/4"
CONC. FOUNDATION
WALL W/ CHAMFER
EDGE, SEE STRUCT.
DWGS.
6" MTL. STUDS @ 16" O.C.
W/ 3 5/8" MTL. STUD
KICKERS @ 32" O.C. &
FULL BATT INSUL.
MEMBRANE FLASHING
SET IN MASTIC W/
CONT. LAP SEALANT
PRE-FIN. ALUM. STOREFRONT
SYSTEM W/ 1" INSUL. GLASS,
SEE SPEC'S.
11 1/4" 4 1/2" 1' - 2 1/4"
2' - 6"
FULLY ADHERED SINGLE-PLY
ROOFING ON 1/2" COVER BD.
ON RIGID INSUL. & 3" MTL.
DECK W/ 1 HR FIRE RATED
SPRAY-ON FIRE PROOFING
STL. BEAM W/ 1 HR
FIRE RATED SPRAY-ON
FIRE PROOFING (TYP.),
SEE STRUCT. DWGS.
2' - 1"
8" MIN.
MIN. 18 GA PLATE AS REQ'D.
ALUM. COMPOSITE FASCIA
& SOFFIT SYSTEM ON
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP.
SHEATHING & 4" MTL.
STUDS @ 16" O.C.
PRE-FIN. ALUM. ROOF
EDGE FLASHING W/
CONT. CLEAT
WEEPS, EXTRUSION
CLIPS & SHIM BY ALUM.
COMPOSITE PANELS
CONTRACTOR
STL. TUBE & CLIP ANGLES,
SEE STRUCT. DWGS.
2x WD. BLOCKING W/
3/8" DIA. ANCHOR
BOLTS @ 4'-0" O.C.
CONT. SEALANT &
BACKER ROD
2' - 0"
1/2" 6"
2 1/4"
2 1/4"
PRE-FIN. MTL.
FLASHING
CL
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A7.5
WALL SECTION DETAILS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1 1/2" = 1'-0"
TYP. ROOF EDGE DTL.1
1 1/2" = 1'-0"
TYP. SLAB EDGE DTL.2
1 1/2" = 1'-0"
SOFFIT DTL. @ 2nd FLOOR3
1 1/2" = 1'-0"
STAIR TOWER ROOF SEC.4
1 1/2" = 1'-0"
SOFFIT DTL. @ STAIR TOWER5
1 1/2" = 1'-0"
CURTAIN WALL SILL @ FOUNDATION WALL6 1 1/2" = 1'-0"
STAIR TOWER ROOF SEC.7 N
OT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
1' - 8" 2' - 0" 2' - 0" 10 1/8" 5"
2"
8"
4"
8"
1' - 6"
1' - 6"
8"
2 1/2"
6"2 1/2"
4" MIN.
4"
1/2"
3 1/2"
11" 6"
1/2"
2 1/2"
T.O. STAIR LANDING
@ 2nd FLOOR
ADHERED STONE VENEER
(SMOOTH SURFACE)
OVER MORTAR BED &
MTL. LATH
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP.
SHEATHING
6" MTL. STUDS @ 16" O.C.
W/ 3 5/8" MTL. STUD
BRACES @ 32" O.C.
ADHERED STONE VENEER
OVER MORTAR BED &
MTL. LATH
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1" INSUL.
GLASS & INTEGRATED
SUNSHADE, SEE SPEC'S.
COMPOSITE CONC.
FLOOR SLAB, SEE
STRUCT. DWGS.
STL. BEAM W/ 2 HR FIRE
RATED SPRAY-ON FIRE
PROOFING, SEE STRUCT.
DWGS.
STL. BEAM W/ 2 HR
FIRE RATED
INTUMESCENT
COATING, SEE
SPEC'S. & STRUCT.
DWGS.
COMPOSITE CONC.
FLOOR SLAB, SEE
STRUCT. DWGS.
WEEP SCREED
STONE VENEER
PILASTER BEYOND
ADHERED STONE VENEER
OVER MORTAR BED &
MTL. LATH
4" MAX.
WOOD TILE PAVER &
PEDESTAL FLOOR SYSTEM,
SEE SPEC'S., FLOOR SYSTEM
CONTRACTOR TO PROVIDE
WATERTIGHT AT ALL ROOFING
PENETRATIONS AS REQ'D.
ROOFING TERMINATION
BAR
FULLY ADHERED SINGLE-PLY
ROOFING ON 1/2" COVER BD.
ON TAPERED RIGID INSUL. W/
1/4" PER FOOT SLOPE
STL. BENT PLATE & CONC.
CURB, SEE STRUCT. DWGS.
PLASTER SOFFIT W/ MTL.
LATH ON AIR/MOISTURE
BARRIER ON 1/2"
FIBERGLASS GYP. SHEATHING
3 5/8" MTL. STUDS
RUNNER & HANGER
@ 24" O.C. EA. WAY
W/ 2 1/2" KICKERS
@ 48" O.C.
ATTACHED TO
STRUCT. ABOVE
MEMBRANE FLASHING
SET IN MASTIC W/ CONT.
LAP SEALANT
2 1/4" x 1/2" THICK
STL. POST W/ 1/4"
DIA. S.S. CABLES @
4" O.C. MAX.
WD. GUARD RAIL,
STAINED.
3' - 6"
SLIP CONNECTION
BRACKETS BY
CURTAIN WALL
CONTRACTOR
ALUM. ANGLE
FASTENED TO
MULLIONS & EXTEND
2" OVER FLOOR
SLAB, FIN. TO MATCH
CURTAIN WALL
CLCL
WEEP
SCREED
PRE-FIN. MTL. ENCLOSURE
TRIM W/ DRIP
CLIP ANGLE, SEE
STRUCT. DWGS.
1 1/2"x MIN. 18GA 'Z'
CHANNEL AS REQ'D.
ADHERED STONE
VENEER (SMOOTH
SURFACE)
OVER MORTAR BED
& MTL. LATH
AIR/MOISTURE
BARRIER ON 1/2"
FIBERGLASS GYP.
SHEATHING
6" MTL. STUDS @
16" O.C. W/ 3 5/8"
MTL. STUD BRACES
@ 32" O.C.
ADHERED STONE
VENEER
OVER MORTAR BED
& MTL. LATH
COMPOSITE CONC.
FLOOR SLAB, SEE
STRUCT. DWGS.
STL. BEAM W/ 2 HR
FIRE RATED SPRAY-
ON FIRE PROOFING,
SEE STRUCT. DWGS.
WEEP SCREED
ADHERED STONE
VENEER
OVER MORTAR BED &
MTL. LATH
WOOD TILE PAVER & PEDESTAL FLOOR
SYSTEM, SEE SPEC'S., FLOOR SYSTEM
CONTRACTOR TO PROVIDE WATERTIGHT
AT ALL ROOFING PENETRATIONS AS REQ'D.
ROOFING
TERMINATION BAR
FULLY ADHERED SINGLE-PLY
ROOFING ON 1/2" COVER BD. ON
TAPERED RIGID INSUL. W/ 1/4" PER
FOOT SLOPE
CURVED STL. BENT
PLATE & CONC. CURB,
SEE STRUCT. DWGS. &
2nd FLOOR PLAN
PLASTER SOFFIT W/ MTL.
LATH ON AIR/MOISTURE
BARRIER ON 1/2"
FIBERGLASS GYP. SHEATHING
3 5/8" MTL. STUDS RUNNER &
HANGER @ 24" O.C. EA. WAY
W/ 2 1/2" KICKERS @ 48" O.C.
ATTACHED TO STRUCT.
ABOVE
MEMBRANE FLASHING SET IN MASTIC
W/ CONT. LAP SEALANT
2 1/4" x 1/2" THICK
STL. POST W/ 1/4"
DIA. S.S. CABLES @
4" O.C. MAX.
WD. GUARD RAIL,
STAINED.
3' - 4"
1' - 0"
2 1/2"6"
2 1/2"
4" MIN.
4"
1/2"
3 1/2"
11"6"
1/2"
2 1/2"
3' - 6"
CL
T.O. PAVER FLOOR
WEEP SCREED
PRE-FIN. MTL.
ENCLOSURE TRIM
W/ DRIP
8"
1' - 6"
1' - 6"
8"
CLIP ANGLE, SEE
STRUCT. DWGS.
1 1/2"x MIN. 18GA 'Z'
CHANNEL AS REQ'D.
T.O. 2nd FLOOR
SLAB
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1" INSUL.
GLASS, SPANDREL &
INTEGRATED SUNSHADE
STL. BEAM W/ 2 HR
FIRE RATED SPRAY-
ON FIRE PROOFING,
SEE SPEC'S. &
STRUCT. DWGS.
SLIP CONNECTION
BRACKETS BY CURTAIN
WALL CONTRACTOR
COMPOSITE CONC.
FLOOR SLAB, SEE
STRUCT. DWGS.
ALUM. ANGLE
FASTENED TO
MULLIONS & EXTEND
2" OVER FLOOR
SLAB, FIN. TO MATCH
CURTAIN WALL
2' - 0"
11 7/8" 2" 10 1/8"
SPANDREL
SAFING BATT INSUL. W/
WIRE MESH SUPPORT TO
MAINTAIN 1" CLEAR FROM
FACE OF SPANDREL
1"
SAFING INSULATION W/
RETAINER
CL
T.O. 3rd FLOOR
SLAB
8"
5 1/4"
1' - 6"
1 3/8" 7 1/4" 9 3/8"
SPRAY FOAM INSUL. (MIN.
R-30) ON UNDERSIDE OF
COMPOSITE FLOOR SLAB
COMPOSITE
CONC. FLOOR
SLAB, SEE
STRUCT. DWGS.
STL. BEAM W/ 2 HR FIRE
RATED SPRAY-ON FIRE
PROOFING, SEE STRUCT.
DWGS.
WOOD TILE PAVER & PEDESTAL FLOOR SYSTEM, SEE
SPEC'S., FLOOR SYSTEM CONTRACTOR TO PROVIDE
WATERTIGHT AT ALL ROOFING PENETRATIONS AS REQ'D.
ROOFING
TERMINATION BAR
FULLY ADHERED SINGLE-PLY ROOFING ON 1/2"
COVER BD. ON TAPERED RIGID INSUL. W/ 1/4"
PER FOOT SLOPE
MEMBRANE FLASHING SET IN MASTIC W/
CONT. LAP SEALANT
COMPOSITE CONC.
FLOOR SLAB, SEE
STRUCT. DWGS.
PRE-FIN. ALUM.
CURTAIN WALL SYSTEM
W/ 1" INSUL. GLASS
CL
4" MIN.
8"
1' - 6"
1' - 6"
8"
WINDOW R.O.
1' - 0 3/8"
5/8"
6"
1/2"
2"1"1 1/2"
1 3/8"
7 1/4"
STL. BEAM W/ 2 HR
FIRE RATED SPRAY-ON
FIRE PROOFING, SEE
STRUCT. DWGS.
ADHERED STONE
VENEER (SMOOTH
SURFACE)
OVER MORTAR BED
& MTL. LATH
5/8" GYP. BD. ON 6"
MTL. STUDS @ 16" O.C.
W/ 3 5/8" MTL. STUD
BRACES @ 32" O.C.
ADHERED STONE
VENEER
OVER MORTAR BED
& MTL. LATH
ADHERED STONE
VENEER
OVER MORTAR
BED & MTL. LATH
ROOFING
TERMINATION BAR
STL. BENT PLATE &
CONC. CURB, SEE
STRUCT. DWGS.
2 1/4" x 1/2" THICK STL. POST
W/ 1/4" DIA. S.S. CABLES @
4" O.C. MAX.
2" RIGID INSUL. (R-11)
ON 2" GALV. 'Z'
FURRING @ 16" O.C.
AIR/MOISTURE
BARRIER ON 1/2"
FIBERGLASS GYP.
SHEATHING
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1"
INSUL. GLASS
CL
4" MIN.
8"
1/2"
3 1/2"
5 1/4"
T.O. PAVER FLOOR
WEEP SCREED
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A7.6
WALL SECTION DETAILS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1 1/2" = 1'-0"
2nd FLOOR PATIO OPENING DTL.1 1 1/2" = 1'-0"
2nd FLOOR PATIO EDGE DTL.2
1 1/2" = 1'-0"
SLAB EDGE @ CURTAIN WALL3
1 1/2" = 1'-0"
3rd FLOOR PATIO DTL.4
1 1/2" = 1'-0"
3rd FLOOR PATIO EDGE DTL.5
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
1' - 0 3/8" 5/8" 6" 3 5/8"
1/2"
1' - 6 7/8" 2' - 0"
3rd FLOOR SLAB
1' - 0 1/2"
1/2"
(@ H.P.)
6"
4 1/2"
2' - 10 1/4"
4' - 0"
1' - 0 3/8"
5/8"
6"
1/2"
2' - 11 1/2" 6"
2" RIGID INSUL. (R-11) ON
2" GALV. 'Z' FURRING @
16" O.C.
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP.
SHEATHING
6" MTL. STUDS @ 16" O.C.
STL. CLIP ANGLE,
SEE STRUCT. DWGS.
FIRE SAFING INSUL.
W/RETAINER
ADHERED STONE VENEER
OVER MORTAR BED &
MTL. LATH
ADHERED STONE VENEER
OVER MORTAR BED &
MTL. LATH
PRE-FIN. ALUM.
CURTAIN WALL
SYSTEM W/ 1" INSUL.
GLASS, SEE SPEC'S.
PRE-FIN. ALUM.
CURTAIN WALL
SYSTEM W/ 1" INSUL.
GLASS, SEE SPEC'S.
COMPOSITE CONC.
FLOOR SLAB, SEE
STRUCT. DWGS.
ROLLER SHADE,
SEE SPEC'S.
STL. BEAM W/ 2 HR
FIRE RATED
SPRAY-ON FIRE
PROOFING, SEE
STRUCT. DWGS.
6" MTL. STUDS
@ 16" O.C. W/3
5/8" MTL.
STUD BRACES
@ 32" O.C.
WINDOW R.O.
WINDOW R.O.
1' - 1 7/8" 10 1/8" 3' - 6"
7' - 8 3/4"
3' - 8 3/4" 6" MTL. STUDS @ 16" O.C.
W/3 5/8" MTL. STUD
BRACES @ EA. STUD
3 5/8" MTL.
STUDS @ 16" O.C.
W/ 18GA MTL.
STRAPS TO 6"
MTL. STUDS
PRE-FIN. MTL.
COPING/FLASHING (2
PIECES) W/ CONT. CLEAT
ON 3/4" PLYWOOD
FULLY ADHERED
SINGLE-PLY ROOFING
ON 1/2" COVER BD.
TAPERED INSUL. & 1 1/2"
MTL. DECK
2x WD. BLOCKING W/
3/8" DIA. ANCHOR
BOLTS @ 4'-0" O.C.
MEMBRANE FLASHING
SET IN MASTIC W/ CONT.
LAP SEALANT
PLASTER SOFFIT W/ MTL. LATH ON
AIR/MOISTURE BARRIER ON 1/2"
FIBERGLASS GYP. SHEATHING & 6"
MTL. STUDS @ 16" O.C.
WEEP SCREED & MTL.
FLASHING
4" MIN.
4" MIN.
1/2" FIBERGLASS
GYP. SHEATHING
1/2" FIBERGLASS
GYP. SHEATHING
1' - 3 3/8"
7 1/4"
3' - 7 3/8"
CL
CL
CONT. MIN. 18 GA
CORNER BENT PLATE
AS REQ'D.
STL. CLIP ANGLE,
SEE STRUCT. DWGS.
CONT. STL. BENT PLATE
ATTACHED TO 6" MTL.
STUDS AS REQ'D.
3 5/8" MTL. STUD
BRACES @ 32" O.C.PLASTER SOFFIT W/ MTL.
LATH ON AIR/MOISTURE
BARRIER ON 1/2"
FIBERGLASS GYP. SHEATHING
6" MTL. STUDS @
16" O.C. W/ 3 5/8"
MTL. STUD BRACES
@ 32" O.C. & FULL
BATT INSUL.(R-21)
1/2" FIBERGLASS
GYP. SHEATHING
ADHERED STONE VENEER
(SMOOTH SURFACE)
OVER MORTAR BED &
MTL. LATH
2" RIGID INSUL. (R-11) ON
2" GALV. 'Z' FURRING @
16" O.C.
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP.
SHEATHING
6" MTL. STUDS @ 16" O.C.
STL. CLIP ANGLE @ EA.
STUD, SEE STRUCT. DWGS.
ADHERED STONE VENEER
OVER MORTAR BED & MTL.
LATH
ADHERED STONE VENEER
OVER MORTAR BED &
MTL. LATH
WINDOW R.O.
6"
1/2"
2" 1" 1 1/2"
5"
T.O. PERIMETER STEEL
3 5/8" MTL. STUDS
BRACES @ 32" O.C.
W/CLIP ANGLES TO BEAM
PRE-FIN. MTL.
COPING/FLASHING (2
PIECES) W/ CONT. CLEAT
ON 3/4" PLYWOOD
FULLY ADHERED SINGLE-PLY ROOFING ON 1/2"
COVER BD. ON MIN. R-40 RIGID TAPERED INSUL.
& 3" MTL. DECK W/ 1 HR FIRE RATED SPRAY-ON
FIRE PROOFING
ROLLER SHADE,
SEE SPEC'S.
2x WD. BLOCKING W/
3/8" DIA. ANCHOR
BOLTS @ 4'-0" O.C.
MEMBRANE FLASHING SET IN
MASTIC W/ CONT. LAP SEALANT
STL. BEAM W/ 1 HR
FIRE RATED SPRAY-
ON FIRE PROOFING,
SEE STRUCT. DWGS.
5' - 5 3/4"
1' - 1 7/8" 10 1/8" 3' - 5 3/4"
8"
1' - 6"
1' - 6"
8"
10 1/4"
9 1/4"
5 1/2"
1/2"
WEEP SCREED & MTL.
FLASHING
PRE-FIN. ALUM. CURTAIN WALL SYSTEM
W/ 1" INSUL. GLASS & INTEGRATED
SUNSHADE, SEE SPEC'S.
CL
CONT. STL. BENT PLATE
ATTACHED TO 6" MTL.
STUDS AS REQ'D.
8" MIN.
1' - 1" 11"
CL
MTL. STUD KICKERS
TO STRUCT. ABOVE,
SEE STRUCT. DWGS.
CONT. MIN. 18 GA CORNER
BENT PLATE AS REQ'D.
6" MTL. STUDS @ 16" O.C.
10 1/8" 3' - 6"
CONC. FOUNDATION
& FOOTING, SEE
STRUCT. DWGS.
PRE-FIN. ALUM. CURTAIN
WALL SYSTEM W/ 1"
INSUL. GLASS
STONE VENEER
PILASTER BEYOND
FIN. GRADE, SEE
CIVIL DWGS.
CONC. SLAB ON
VAPOR BARRIER &
GRANULAR BASE, SEE
STRUCT. DWGS.5
A7.7
3/4"
3 1/2"
CHAMFER EDGE,
SEE STRUCT. DWGS.
T.O. 2nd FLOOR SLAB
STL. BEAM W/ 2 HR FIRE
RATED SPRAY-ON FIRE
PROOFING, SEE SPEC'S.
& STRUCT. DWGS.
COMPOSITE CONC.
FLOOR SLAB, SEE
STRUCT. DWGS.
CL
2" RIGID INSUL. (R-11)
ON 2" GALV. 'Z'
FURRING @ 16" O.C.
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS
GYP. SHEATHING & 6"
MTL. STUDS @ 16" O.C.
ADHERED STONE
VENEER
OVER MORTAR BED
& MTL. LATH
STL. TUBES & SLIP
CLIP ANGLE @ EA.
STUD, SEE STRUCT.
DWGS.
5'-6".
6" 11 7/8" 3'-7 1/8". 6"
1/2"
2" 2 1/2"
5/8" GYP. BD. ON 3
5/8" MTL. STUDS
FURRING, SEE
PART. TYPES
BATT INSUL. (R-19)
SECURE BATT
INSUL. (R-19) W/
WIRE MESH
5/8" GYP. BD. ON 3
5/8" MTL. STUDS
FURRING, SEE
PART. TYPES
2 HR FIRE RATED SHAFT
WALL, SEE PART. TYPES
1/2"
1 1/2" X MIN. 18GA 'Z'
CHANNEL AS REQ'D.
CONC. FOUNDATION
& FOOTING, SEE
STRUCT. DWGS.
FIN. GRADE, SEE
CIVIL DWGS.
CONC. SLAB ON
VAPOR BARRIER &
GRANULAR BASE, SEE
STRUCT. DWGS.
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP.
SHEATHING
6" MTL. STUDS @ 16" O.C.
ADHERED STONE VENEER
OVER MORTAR BED &
MTL. LATH
WEEP SCREED & MTL.
FLASHING
6"
1/2"
2" 2 1/2"
3/8"
3/4"
1 1/2"
3 1/2"
CHAMFER
EDGE, SEE
STRUCT. DWGS.Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A7.7
WALL SECTION DETAILS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1 1/2" = 1'-0"
SOFFIT DTL. @ STONE VENEER PILASTER1
1 1/2" = 1'-0"
SOFFIT DTL. ABOVE ENTRANCE2
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
1 1/2" = 1'-0"
CURTAIN WALL SILL DTL.3
1 1/2" = 1'-0"
SLAB EDGE @ STONE VENEER PILASTER4 1 1/2" = 1'-0"
FLOOR EDGE @ STONE VENEER5
T.O. STAIR LANDING
EL. 148'-4 1/2"
FULLY ADHERED SINGLE-PLY
ROOFING ON 1/2" COVER BD. ON
MIN. R-40 RIGID INSUL. 3" MTL.
DECK W/ 1 HR FIRE RATED
SPRAY-ON FIRE PROOFING
T.O. PERIMETER STL.
EL. 147'-10 1/4"
1' - 0"
6 1/4"
1 1/2"
8"
2 HR FIRE RATED PARTITION,
SEE PART. TYPES
LIGHT GA. MTL. FLUTE COVER
PLATE, CUT TO PROFILE OF DECK
STL. BEAM W/ 1 HR FIRE RATED
SPRAY-ON FIRE PROOFING, SEE
STRUCT. DWGS.
2 HR FIRE RATED
COMPOSITE CONC. FLOOR
SLAB & CONC. CURB, SEE
STRUCT. DWGS.
PRE-FIN. ALUM. FLUSH/REVEALWALL
PANELS ON AIR/MOISTURE BARRIER
ON 5/8" TYPE 'X' FIBERGLASS GYP.
SHEATHING
CONT. CLOSURE CHANNEL &
SEALANT & BACKER ROD
(2) LAYERS OF 5/8" TYPE
'X' GYP. BD. 0N INTERIOR
SIDE OF 6" MTL. STUDS & (1)
LAYER OF 5/8" TYPE 'X'
GYP. BD. ON EXTERIOR SIDE
6" MTL. STUDS @ 16" O.C.
W/ FULL BATT INSUL.
5/8"5/8"6"
5/8"5/8"
1"
PRE-FIN. MTL. COUNTER
FLASHING (2-PIECES)
MEMBRANE FLASHING SET IN
MASTIC W/ CONT. LAP SEALANT
4" MIN. CL
FILL VOID W/
SAFING INSUL.
8" MIN.
CONT. FIRE SEALANT
STL. BEAM W/ 2 HR FIRE RATED
SPRAY-ON FIRE PROOFING, SEE
STRUCT. DWGS.
CONT. 'Z' CHANNEL
AS REQ'D.
CL
6 1/4"
PRE-FIN. ALUM. FLUSH/REVEAL WALL
PANELS ON AIR/MOISTURE BARRIER
ON 5/8" TYPE 'X' FIBERGLASS GYP.
SHEATHING
FULLY ADHERED SINGLE-PLY
ROOFING ON 1/2" COVER BD.
ON RIGID INSUL. & 3" MTL. DECK
W/ 1 HR FIRE RATED SPRAY-ON
FIRE PROOFING
PRE-FIN. ALUM. FLUSH/REVEAL SOFFIT
PANELS OVER AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP. SHEATHING
MEMBRANE FLASHING
SET IN MASTIC W/
CONT. LAP SEALANT
CONT. CLEAT & DRIP
BY ALUM. FASCIA
CONTRACTOR
STL. CLIP ANGLES,
SEE STRUCT. DWGS.
2x WD. BLOCKING W/
3/8" DIA. ANCHOR
BOLTS @ 4'-0" O.C.
PRE-FIN. MTL. ROOF
EDGE FLASHING & 4" X 4"
GUTTER & DOWN SPOUT
PRE-FIN. ALUM. RAKE
FASCIA ON AIR/MOISTURE
BARRIER ON 3/4"
PLYWOOD & 4" MTL.
STUDS @ 16" O.C. & 2 1/2"
KICKERS @ 32" O.C.
(2) LAYERS OF 5/8" TYPE
'X' GYP. BD. 0N INTERIOR
SIDE OF 6" MTL. STUDS & (1)
LAYER OF 5/8" TYPE 'X'
GYP. BD. ON EXTERIOR SIDE
6" MTL. STUDS @ 16" O.C.
W/ FULL BATT INSUL.
CONT. 'Z'
CHANNEL AS
REQ'D.
5/8"5/8" 6"
5/8"5/8"
1" 2' - 0"
CONT. FIRE SEALANT
EA. SIDE
STL. BEAM W/ 1 HR FIRE RATED
SPRAY-ON FIRE PROOFING, SEE
STRUCT. DWGS.
8" MIN.
CONT. CLOSURE
CHANNEL & SEALANT &
BACKER RODCONT. CORNER CLOSURE
TRIM BY PRE-FIN. ALUM.
PANELS CONTRACTOR
9 1/2"
CL
PRE-FIN. ALUM. FLUSH/REVEAL
WALL PANELS ON AIR/MOISTURE
BARRIER ON 1/2" FIBERGLASS
GYP. SHEATHING
FULLY ADHERED SINGLE-PLY ROOFING
ON 1/2" COVER BD. ON RIGID INSUL. & 3"
MTL. DECK W/ 1 HR FIRE RATED SPRAY-
ON FIRE PROOFING
ALUM. COMPOSITE FASCIA
/ SOFFIT PANELS OVER
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP.
SHEATHING
MEMBRANE FLASHING SET IN
MASTIC W/ CONT. LAP SEALANT
STL. TUBE & CLIP ANGLES,
SEE STRUCT. DWGS.
2x WD. BLOCKING W/
3/8" DIA. ANCHOR
BOLTS @ 4'-0" O.C.
PRE-FIN. MTL. ROOF
EDGE FLASHING
5/8" GYP. BD. ON 6"
MTL. STUDS @ 16" O.C.
W/ FULL BATT INSUL.
CONT. SEALANT
BOTH SIDES
STL. BEAM W/ 1 HR FIRE
RATED SPRAY-ON FIRE
PROOFING, SEE STRUCT.
DWGS.
PRE-FIN. MTL. FLASHING &
CONT. SEALANT & BACKER
ROD
1 1/2" 'Z' CHANNEL AS REQ'D.
8" MIN.
CL
9 3/4"
1/2"
6"
5/8"
7 1/8"
WEEPS, EXTRUSION CLIPS &
SHIM BY ALUM. COMPOSITE
PANELS CONTRACTOR
2' - 0"
CL
FULLY ADHERED SINGLE-PLY
ROOFING ON 1/2" COVER BD. ON
MIN. R-40 RIGID INSUL. 3" MTL.
DECK W/ 1 HR FIRE RATED SPRAY-
ON FIRE PROOFING
STL. BEAM W/ 2 HR FIRE
RATED SPRAY-ON FIRE
PROOFING, SEE STRUCT.
DWGS.
2 HR FIRE RATED
COMPOSITE CONC. FLOOR
SLAB & CONC. CURB, SEE
STRUCT. DWGS.
PRE-FIN. ALUM. FLUSH/REVEALWALL
PANELS ON AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP. SHEATHING
CONT. CLOSURE CHANNEL &
SEALANT & BACKER ROD
5/8" GYP. BD. ON 6" MTL.
STUDS @ 16" O.C. W/ FULL
BATT INSUL.
PRE-FIN. MTL. COUNTER
FLASHING (2-PIECES)
MEMBRANE FLASHING SET IN
MASTIC W/ CONT. LAP SEALANT8"
7 1/8"5/8"6"
1/2"
1"
4" MIN.BOILER ROOM
EL. 148'-4 1/2"
T.O. PERIMETER STL.
EL. 147'-10 1/4"8"
LIGHT GA. MTL.
FLUTE COVER
PLATE, CUT TO
PROFILE OF DECK
FILL VOID W/ SAFING INSUL.
CONT. CAULKING & 'J' TRIM
MEMBRANE FLASHING SET IN
MASTIC W/ CONT. LAP SEALANT
PRE-FIN. ALUM. STOREFRONT SYSTEM
W/ 1" INSUL. GLASS, SEE SPEC'S.
FULLY ADHERED SINGLE-PLY
ROOFING ON 1/2" COVER BD.
ON RIGID INSUL. & 3" MTL.
DECK W/ 1 HR FIRE RATED
SPRAY-ON FIRE PROOFING
STL. BEAM W/ 1 HR FIRE
RATED SPRAY-ON FIRE
PROOFING (TYP.), SEE
STRUCT. DWGS.
18 GA PLATE AS
REQ'D.
PRE-FIN. ALUM. RAKE
FASCIA ON
AIR/MOISTURE BARRIER
ON 3/4" PLYWOOD & 4"
MTL. STUDS @ 16" O.C. W/
3 5/8" MTL. STUD
KICKERS @ 32" O.C.
PRE-FIN. ALUM. FLUSH/REVEAL SOFFIT
PANELS OVER AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP. SHEATHING
1' - 1" 11 1/4" 4 1/2" 1' - 2 1/4"
2' - 6"
8" MIN.
ALUM. COMPOSITE FASCIA
& SOFFIT SYSTEM ON
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS GYP.
SHEATHING & 4" MTL.
STUDS @ 16" O.C.
PRE-FIN. ALUM. ROOF
EDGE FLASHING W/
CONT. CLEAT
WEEPS, EXTRUSION
CLIPS & SHIM BY ALUM.
COMPOSITE PANELS
CONTRACTOR
STL. TUBE & CLIP ANGLES,
SEE STRUCT. DWGS.
2x WD. BLOCKING W/
3/8" DIA. ANCHOR
BOLTS @ 4'-0" O.C.
CONT. SEALANT &
BACKER ROD
2' - 0"
1/2" 6"
2 1/4"
2 1/4"
PRE-FIN. MTL. FLASHING
8" MIN.
CONT. CLEAT & DRIP BY
ALUM. FASCIA CONTRACTOR
2' - 2"
STL. BENT PLATE &
CLIP ANGLES, SEE
STRUCT. DWGS.
CL
SLOPE STL.
EL. VARIES
CL
FULLY ADHERED SINGLE-PLY
ROOFING ON 1/2" COVER BD. ON
MIN. R-40 RIGID INSUL. 3" MTL.
DECK W/ 1 HR FIRE RATED SPRAY-
ON FIRE PROOFING
STL. BEAM W/ 1 HR FIRE RATED
SPRAY-ON FIRE PROOFING, SEE
STRUCT. DWGS.
PRE-FIN. ALUM.
FLUSH/REVEALWALL
PANELS ON
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS
GYP. SHEATHING & 6"
MTL. STUDS @ 16" O.C.
2" RIGID INSUL. (R-11)
ON 2" GALV. 'Z'
FURRING @ 16" O.C.
AIR/MOISTURE BARRIER
ON 1/2" FIBERGLASS
GYP. SHEATHING
ADHERED STONE
VENEER
OVER MORTAR BED
& MTL. LATH
WEEP SCREED & MTL.
FLASHING
1' - 6"
1' - 1 7/8"
5 1/2" 1"
1/2"
6"
1/2"
2" 2 1/2"
CONT. CLOSURE CHANNEL &
SEALANT & BACKER ROD
PRE-FIN. MTL. COUNTER
FLASHING (2-PIECES)
MEMBRANE FLASHING
SET IN MASTIC W/ CONT.
LAP SEALANT
STL. CHANNEL, SEE
STRUCT. DWGS.
4" MIN. 8" MIN. 3/8"
BATT INSUL.
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A7.8
WALL SECTION DETAILS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
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RE
DIT
UN
ION
HE
AD
QU
AR
TE
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BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1 1/2" = 1'-0"
CONC. CURB DTL. @ STAIR PENTHOUSE1
1 1/2" = 1'-0"
STAIR TOWER ROOF OVERHANG2
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
1 1/2" = 1'-0"
BOILER RM. ROOF OVERHANG4
1 1/2" = 1'-0"
CONC. CURB @ BOILER RM.3
1 1/2" = 1'-0"
ROOF @ CLERESTORY WING WALL6
1 1/2" = 1'-0"
CONC. CURB @ CLERESTORY5
UP
DN
UP
DN
DN
UP
DN
UP
32
2
A9.2
1
A9.2
C
STAIR5
1' - 6" 1' - 6" 6' - 11 3/4" 13 TREADS @ 11" = 11'-11" 6' - 1 1/4"
1' - 6" 7' - 6 3/4" 13 TREADS @ 11" = 11'-11" 7' - 0 1/4"
6 1/8"
1/2"
5' - 4"
6 5/8"
5' - 4"
10 1/2"
32
2
A9.2
1
A9.2
C
STAIR5
1' - 6" 6' - 11 3/4" 13 TREADS @ 11" = 11'-11" 6' - 1 1/4" 1' - 6"
6' - 0 3/4" 13 TREAD @ 11" = 11'-11" 7' - 0 1/4"
6 1/8"
1/2"
5' - 4"
6 5/8"
5' - 4"
10 1/2"
32
2
A9.2
1
A9.2
CSTAIR
5
1' - 6" 6' - 11 3/4" 13 TREADS @ 11" = 11'-11" 6' - 1 1/4"
1' - 6" 1' - 6" 6' - 0 3/4" 13 TREADS @ 11" = 11'-11" 7' - 0 1/4"
10 1/2"
5' - 4"
6 5/8".
5' - 4"
1/2"
6 1/8"
6' - 11 7/8"
3
D
2
2
A9.2
1
A9.2
C
STAIR5
BOILER ROOM401
6 1/8"
1/2"
5' - 4"
6 5/8".
5' - 4"
10 1/2"
2' - 7 7/8"
2 3/4"
1' - 6" 1' - 6" 6' - 11 3/4" 14 TREADS @ 11" = 12'-10" 5' - 2 1/4" 1' - 6" 1' - 6"
14 TREADS @ 11" = 12'-10" 6' - 1 1/4"
32
2
A9.2
1
A9.2
C
STAIR5
1' - 3"1' - 6" 9' - 8 3/4" 9 TREADS @ 11" = 8'-3" 7' - 0 1/4" 1' - 6"
1' - 3"
13 TREADS @ 11" = 11'-11" 6' - 1 1/4"
6 1/8"
1/2"
5' - 4"
6 5/8"
5' - 4"
8 7/8"
1' - 2"
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A9.1
STAIR PLANS, SECTIONS,AND DETAILS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
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PA
CK
AG
E
1/4" = 1'-0"
FIRST FLOOR - STAIR D PLAN2
1/4" = 1'-0"
SECOND FLOOR - STAIR D PLAN3
1/4" = 1'-0"
THIRD FLOOR - STAIR D PLAN4
1/4" = 1'-0"
ROOF - STAIR D PLAN5
1/4" = 1'-0"
LOWER LEVEL - STAIR D PLAN1
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
LOWER LEVEL86' - 0"
CLERESTORY151' - 10"
2
A9.2
PERIMETER T.O.S.147' - 10 1/4"
C
T.O. STAIR LANDING148' - 4 1/2"
15 EQ. RISERS = 8' - 6 1/4"
15 EQ. RISERS = 8' - 6 1/4"
14 EQ. RISERS = 7' - 8"
14 EQ. RISERS = 7' - 8"
14 EQ. RISERS = 8' - 0"
14 EQ. RISERS = 8' - 0"
14 EQ. RISERS = 7' - 11"
10 EQ. RISERS = 6' - 1"
10 1/2"
TO STRINGER)
5' - 4" (STRINGER
6 5/8"TO STRINGER)
5' - 4" (STRINGER
1/2"
6 1/8"
3' - 0 1/8"
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
LOWER LEVEL86' - 0"
32
CLERESTORY151' - 10"
1
A9.22
A6.1
PERIMETER T.O.S.147' - 10 1/4"
T.O. STAIR LANDING148' - 4 1/2"
15 EQ. RISERS = 8' - 6 1/4"
15 EQ. RISERS = 8' - 6 1/4"
14 EQ. RISERS = 7' - 8"
14 EQ. RISERS = 7' - 8"
14 EQ. RISERS = 8' - 0"
14 EQ. RISERS = 8' - 0"
14 EQ. RISERS = 8' - 2"
= 5'-10"
10 EQ. RISERS
6' - 11 3/4" 14 TREADS @ 11" = 12' - 10" 5' - 2 1/4"
6' - 1 1/4"13 TREADS @ 11" = 11' - 11"6' - 11 3/4"
6' - 1 1/4"13 TREADS @ 11" = 11' - 11"6' - 11 3/4"
6' - 1 1/4"13 TREADS @ 11" = 11' - 11"8' - 6 3/4"
2' - 10"
8"
1 1/2"1 1/2"
12GA STL. PAN
W/ CONC. FILL
1 1/2"
3"3"
STAIR STRINGER C12X25,
SEE STRUCT. DWGS.
2 1/4" x 1/2" THICK
POSTS @ 4'-0" O.C. MAX.,
WELDED TO STRINGER
TYP.
3 1/2"
3 1/4"
3 1/2"
4"
3 1/2"
1/4" DIA. S.S. CABLE RAILS
(TYP.)
3 1/4"
1 1/2" DIA. RAILS
BRACKETS WELD TO
POSTS
CONT. 2 1/4" x 1/4"
THICK STL. PLATE
WOOD GUARD RAIL W/ 1/8"
EASED EDGES (STAIN)
ALL EXPOSED STEEL AT
STAIR TO BE PAINTED.
NO PAINT ON S.S.
CABLE RAILS
1' - 0"
11"1"
1"2 1/4"
1"2 1/4"
WELD, TYP.
12 GA STL.
PAN & RISERWELD
ABRASIVE NOSING
INSERT W/ CONTRASTING
COLOR, SEE SPEC'S.
1/2" RADIUS,
TYP.
STL. STRINGER
C12X25, SEE
STRUCT. DWGS.
1' - 0"
1 1/2"
1 1/4" X 1/4" STL.
BARS, TYP.
2 1/2"
CONC.
FILL
1 1/2"
2' - 10"
1' - 0"
1' - 0"
2' - 10"
EXTENSION
AT TOP
RUN
EXTENSION
AT BOTTOM
RUN
1 1/2" DIA. HANDRAIL,
RETURN ENDS BACK TO
WALL W/ 2" RADIIUS
HANDRAIL
BRACKETS @
5'-0" O.C. MAX.
(PROVIDE
BLOCKING IN
WALL AS REQ'D.)
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A9.2
STAIR PLANS, SECTIONS,AND DETAILS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
M. Neff
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
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PA
CK
AG
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1/4" = 1'-0"
STAIR D CUT SECTION1 1/4" = 1'-0"
STAIR D CROSS SECTION2
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
1 1/2" = 1'-0"
STAIR GUIDE RAIL / HAND RAIL3
3" = 1'-0"
TYP. TREAD & RISER4
3/4" = 1'-0"
TYP. HANDRAIL @ WALL5
UP
UP
DN
DN
6 7
D
2
A9.6
1
A9.6
STAIR2
1' - 6" 6' - 11 3/4" 13 TREADS @ 11" = 11' - 11" 6' - 1 1/4" 1' - 6" 1' - 6"
6' - 0 3/4" 13 TREADS @ 11" = 11' - 11" 7' - 0 1/4"
6 1/8"
1/2"
5' - 4"
4 3/4"
5' - 4"
10 1/2"
6 7
D
2
A9.6
1
A9.6
STAIR2
6 1/8"
1/2"
5' - 4"
4 3/4"
5' - 4"
10 1/2"
1' - 6" 6' - 0 3/4" 13 TREADS @ 11" = 11' - 11" 7' - 0 1/4" 1' - 6"
6' - 11 3/4" 13 TREADS @ 11" = 11' - 11" 6' - 1 1/4"
6 7
D
2
A9.6
1
A9.6
STAIR2
1' - 6" 6' - 11 3/4" 13 TREADS @ 11" = 11' - 11" 6' - 1 1/4" 1' - 6"
6' - 0 3/4" 14 TREADS @ 11" = 12' - 10" 6' - 1 1/4"
6 1/8"
1/2"
5' - 4"
4 3/4"
5' - 4"
10 1/2"
6 7
D
E
2
A9.6
1
A9.6
STAIR2
1' - 6" 6' - 11 3/4" 14 TREADS @ 11" = 12' - 10" 5' - 2 1/4" 1' - 6"
14 TREADS @ 11" = 12' - 10" 6' - 1 1/4"
2' - 10 1/4"
10 1/2"
5' - 4"
4 3/4"
5' - 4"
1/2"
8 1/2"
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A9.5
STAIR PLANS, SECTIONS,AND DETAILS
29284-0001
11/18/2016
Author
LO
GIX
FE
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DIT
UN
ION
HE
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QU
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BU
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VA
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NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
Designer
Checker
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/4" = 1'-0"
FIRST FLOOR - STAIR B PLAN1
1/4" = 1'-0"
SECOND FLOOR - STAIR B PLAN2
1/4" = 1'-0"
THIRD FLOOR - STAIR B PLAN3
1/4" = 1'-0"
ROOF - STAIR B PLAN4
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR
116' - 0"
6 7
CLERESTORY151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
2
A9.6
T.O. STAIR LANDING
148' - 4 1/2"
15 EQ. RISERS = 8' - 6 1/4"
15 EQ. RISERS = 8' - 6 1/4"
14 EQ. RISERS = 7' - 8"
14 EQ. RISERS = 7' - 8"
14 EQ. RISERS = 8' - 0"
14 EQ. RISERS = 8' - 0"
FIRST FLOOR100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR
116' - 0"
D
CLERESTORY151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
1
A9.6
T.O. STAIR LANDING148' - 4 1/2"
6 1/8"
1/2"
TO STRINGER)
5' - 4" (STRINGER
4 3/4"TO STRINGER)
5' - 4" (STRINGER 10 1/2"
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A9.6
STAIR PLANS, SECTIONS,AND DETAILS
29284-0001
11/18/2016
Author
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
Designer
Checker
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/4" = 1'-0"
STAIR B SECTION1 1/4" = 1'-0"
STAIR B CROSS SECTION2
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
UP
5.7 6 7 7.3
M
N
3
A9.7
3
A9.8
STAIR3
6' - 11 3/4" 13 TREADS @ 11" = 11' - 11" 6' - 1 1/4" 1' - 6" 1' - 6"
6' - 0 3/4" 13 TREADS @ 11" = 11' - 11" 7' - 0 1/4" 1' - 6"
10 1/2"
5' - 4"
4 3/4".
5' - 4"
1/2"
6 1/8"
5.7 6 7 7.3
M
N
3
A9.7
3
A9.8
STAIR3
ADHERED SINGLE-PLY
ROOFING ON COVER BD.
& TAPERED INSUL. W/ 1/4"
PER FT. SLOPE
WOOD TILE
PAVERS/PEDESTAL
FLOOR SYSTEM
WOOD TILE
PAVERS/PEDESTAL
FLOOR SYSTEMR.D. O.D. O.D. R.D.
OPEN TO BELOW
. .
.
.
..
.
.
6' - 0 3/4" 13 TREADS @ 11" = 11' - 11" 7' - 0 1/4" 1' - 6" 1' - 6"
6' - 11 3/4" 13 TREADS @ 11" = 11' - 11" 6' - 1 1/4"
10 1/2"
5' - 4"
4 3/4"
5' - 4"
1/2"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
M
N
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
3
A9.8
T.O. STAIR LANDING
148' - 4 1/2"
15 EQ. RISERS = 8' - 6 1/4"
15 EQ. RISERS = 8' - 6 1/4"
14 EQ. RISERS = 7' - 8"
14 EQ. RISERS = 7' - 8"
14 EQ. RISERS = 8' - 0"
14 EQ. RISERS = 8' - 0"
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A9.7
STAIR PLANS, SECTIONS,AND DETAILS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
Checker
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/4" = 1'-0"
FIRST FLOOR - STAIR C PLAN1
1/4" = 1'-0"
SECOND FLOOR - STAIR C PLAN2
1/4" = 1'-0"
STAIR C CROSS SECTION3
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
DN
6 7
L
M
3
A9.7
3
A9.8
STAIR3
1' - 6" 6' - 11 3/4" 13 TREADS @ 11" = 11' - 11" 6' - 1 1/4" 1' - 6"
6' - 0 3/4" 14 TREADS @ 11" = 12' - 10" 6' - 1 1/4"
6 1/8"
1/2"
5' - 4"
4 3/4"
5' - 4"
10 1/2"
6 7
L
M
K
3
A9.7
3
A9.8
STAIR3
1' - 6" 6' - 11 3/4" 14 TREADS @ 11" = 12' - 10" 5' - 2 1/4" 1' - 6"
14 TREADS @ 11" = 12' - 10" 6' - 1 1/4"
5' - 4"
4 3/4"
5' - 4"
1/2"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
67
CLERESTORY
151' - 10"
PERIMETER T.O.S.
147' - 10 1/4"
3
A9.7
T.O. STAIR LANDING
148' - 4 1/2"
14 EQ. RISERS = 8' - 0"
14 EQ. RISERS = 8' - 0"
14 EQ. RISERS = 7' - 8"
14 EQ. RISERS = 7' - 8"
15 EQ. RISERS = 8' - 6 1/4"
15 EQ. RISERS = 8' - 6 1/4"
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A9.8
STAIR PLANS, SECTIONS,AND DETAILS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
Checker
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/4" = 1'-0"
THIRD FLOOR - STAIR C PLAN1
1/4" = 1'-0"
ROOF - STAIR C PLAN2
1/4" = 1'-0"
STAIR C SECTION3
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
3.3
E
1
A9.12
2
A9.12
ELEV. EQPT.B002
ELEV.E A
ELEV.E B
TOILETB010
6"
7 5/8"
9' - 7" (SHAFT)
7 5/8"
9' - 4" 7 5/8" 7' - 8" 7 5/8" 11' - 7 3/8"
3' - 5 1/2"
6"
7 5/8"
5' - 9" (SHAFT)
7 5/8"
3' - 2 3/8"
7 5/8"
3' - 6" 4' - 0"
8' - 8" (SHAFT) 8" 7' - 8" (SHAFT)
3.3
E
1
A9.12
2
A9.12
ELEV.E AELEV.
E B
ELECT.B110
7 5/8"
9' - 7" (SHAFT)
7 5/8"
6"
5' - 10 1/2" 3' - 5 1/2" 8' - 11 1/4"
8' - 8" (SHAFT)
8"
7' - 8" (SHAFT)
4' - 0"3' - 6"
(SHAFT)
5' - 9"
3.3
E
1
A9.12
2
A9.12
ELEV.E A
ELEV.E B
6"
7 5/8"
9' - 7" (SHAFT)
7 5/8"
5' - 10 1/2" 3' - 5 1/2" 8' - 11 1/4"
8' - 8" (SHAFT)
8"
7' - 8" (SHAFT)
4' - 0"3' - 6"
1' - 1 5/8"
5' - 9" (SHAFT)
7 5/8"
3' - 10"
3.3
E
1
A9.12
2
A9.12
ELEV.E A
ELEV.E B
6"
7 5/8"
9' - 7" (SHAFT)
7 5/8"
5' - 10 1/2" 3' - 5 1/2" 8' - 11 1/4"
8' - 8" (SHAFT)
8"
7' - 8" (SHAFT)
4' - 0"3' - 6"
5' - 9" (SHAFT)
7 5/8"
3' - 10"
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A9.11
ELEVATOR PLANS,SECTIONS, AND DETAILS
29284-0001
11/18/2016
Author
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
Designer
Checker
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/4" = 1'-0"
LOWER LEVEL - ELEVATOR PLAN1
1/4" = 1'-0"
FIRST FLOOR - NORTH ELEVATORS PLAN2
1/4" = 1'-0"
SECOND FLOOR - NORTH ELEVATOR PLAN3
1/4" = 1'-0"
THIRD FLOOR - NORTH ELEVATOR PLAN4
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
LOWER LEVEL
86' - 0"
E
PERIMETER T.O.S.
147' - 10 1/4"
2
A9.12
5' - 0"
FIRST FLOOR
100' - 0"
THIRD FLOOR
131' - 4"
SECOND FLOOR
116' - 0"
LOWER LEVEL
86' - 0"
3.3
PERIMETER T.O.S.
147' - 10 1/4"
1
A9.12
5' - 0"
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A9.12
ELEVATOR PLANS,SECTIONS, AND DETAILS
29284-0001
11/18/2016
A. SPENCER
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
D. WILCOXEN
Checker
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/4" = 1'-0"
NORTH ELEVATOR SECTION1 1/4" = 1'-0"
NORTH ELEVATORS CROSS SECTION2
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
5.7
J
4
A9.13
ELEV.E C
7 5/8"9' - 7" (SHAFT)
7 5/8"
6' - 2" 7' - 2 3/4"
12' - 0"
7 5/8"
7' - 8" (SHAFT)
7 5/8"
4' - 0"
6' - 4 1/4"
5.7
J
4
A9.13
ELEV.E C
7 5/8"9' - 7" (SHAFT)
7 5/8"6' - 2" 7' - 2 3/4"
7 5/8"
7' - 8" (SHAFT)
7 5/8"
12' - 0"
4' - 0"
5.7
J
4
A9.13
ELECT.331
ELEV.E C
7 5/8"9' - 7" (SHAFT)
7 5/8"
6' - 2" 7' - 2 3/4"
12' - 0"
7 5/8"
7' - 8" (SHAFT)
7 5/8"
4' - 0"
FIRST FLOOR
100' - 0"
THIRD FLOOR131' - 4"
SECOND FLOOR116' - 0"
5
PERIMETER T.O.S.147' - 10 1/4"
5' - 0"
Issue Date:
Project Number:
Sheet No.
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
ARCHITECT
Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
CONSULTANTS
NewGround International, Inc.15450 South Outer Forty Drive, Suite 300
Chesterfield, MO 63017636.898.8100
Certificate No. -_2015000250 __
DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of
service and property of the architect. Itshall not be used on other projects of for
extension of this project without theArchitect's written approval
Architect:
Checked By:
Drawn By:
KPFF1630 Des Peres Road, Suite 100
St. Louis, MO 63131314.835.0524www.kpff.com
Title:
Revisions:
NEWGROUND
A9.13
ELEVATOR PLANS,SECTIONS, AND DETAILS
29284-0001
11/18/2016
Author
LO
GIX
FE
DE
RA
L C
RE
DIT
UN
ION
HE
AD
QU
AR
TE
RS
BU
ILD
ING
VA
LE
NC
IA, C
AL
IFO
RN
IA
CONCRETE &STRUCTURAL
STEEL PACKAGE
Designer
Checker
CO
NC
RE
TE
& S
TR
UC
TU
RA
L S
TE
EL
PA
CK
AG
E
1/4" = 1'-0"
FIRST FLOOR - SOUTH ELEVATOR PLAN1
1/4" = 1'-0"
SECOND FLOOR - SOUTH ELEVATOR PLAN2
1/4" = 1'-0"
THIRD FLOOR - SOUTH ELEVATOR PLAN PLAN3
1/4" = 1'-0"
SOUTH ELEVATOR SECTION4
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY
NOT FOR CONSTRUCTION FOR REFERENCE ONLY