Am_0001-Drawings.pdf
PDF 1 MB Posted
- Solicitation number
- W9128F21R0002
About this file
This package includes construction documents and drawings for a Physical Fitness Facility project at Fort Carson, Colorado. Key details include:
-
Construction of a new two-story Physical Fitness Facility building with precast concrete panels and curtainwall systems. Interior spaces include a fitness module, stretching area, gymnasium, locker rooms, classrooms, and supporting mechanical, electrical and storage spaces.
-
The construction documents consist of building area elevations, precast concrete panel elevations, building sections, a room finish schedule and a first floor life safety plan. Relevant construction assemblies and materials are specified, along with opening locations and dimensions.
-
The project is a solicitation by the U.S. Army Corps of Engineers Omaha District for the Department of the Army. The solicitation number is W9128F21R0002.
-
No further information is provided regarding response dates, award terms or other procurement details. The package focuses on design and construction requirements for the Physical Fitness Facility project.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Am_0005.pdf | ||
| Am_0004.pdf | ||
| Am_0003.pdf | ||
| Am_0002.pdf | ||
| Am_0002-Drawings.pdf | ||
| Am_0001.pdf | ||
| Drawings FCDY ADVERTISEMENT.PDF | ||
| W9128F-21-R-0002-FCDY_Specs.pdf | ||
| General Decision Number_CO20210022.pdf |
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Text version
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
TO PRECAST 3
140' - 0"
A B F G H J L M PNC D E OI K
BO WINDOW 1
103' - 4"
BO WINDOW 2
116' - 8"
TO WINDOW 1
110' - 0"
TO WINDOW 2
113' - 4"
TO WINDOW 3
123' - 4"
BRV
MC-1
MP-1
PC-1
SB
BN-1
DS
CH
BG
W1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W2
W2 W2 W2
CW1
CW2CW3CW4
PS PS PS PS
MP-1 MP-1
MF-1
MF-2
MF-1 MF-1
MF-2
MF-2
MF-2
PC-1 PC-1 PC-1
DS DS DS DS DS DS DS DS
CH
BGSS-2
SS-1
SS-1 SS-1
CAN DS
AHU
AHU
TO STL BEARING
134' - 4"
TO STL BEARING
134' - 3"
TO STL BEARING
134' - 3 1/2"
TO STL BEARING
129' - 3 1/2"
TO STL BEARING
131' - 9"
TO STL BEARING
131' - 9"
US Army Corps of Engineers ®
SHEET ID
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(F
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1/8" = 1'-0"A-201
1 WEST AREA ELEVATION - AREAS A & C
8'0 4' 16'
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ELEVATION KEYED NOTES AND COLOR/FINISH SCHEDULE
MARK DESCRIPTION BASIS OF DESIGN MODEL COLOR/FINISH
SPECIFICATIO
N REFERENCE REMARKS
AHU AIR HANDLING UNIT - - SHERWIN WILLIAMS SW 7019 GAUNTLET GRAY 23 30 00
BG BOX GUTTER - - SHEFFIELD METALS EVERGREEN/CENTRIA 9957 XL SILVER 07 60 00 GUTTER TO MATCH FASCIA AND ROOF SURFACE GUTTER IS SERVING
BN-1 18" BUILDING NUMBER SIGN - - PER DTL A/A731 - -
BRV 4"(T) BRICK VENEER SUMMITVILLE - 3 BRICK BLEND OF #14 ALEXANDRIA, #15 PROVIDENCE, #19 NEW AMSTERDAM 03 45 33.00 10 MATCH AESTHETICS OF EXISTING BATTLEFIELD WEATHER FACILITY BUILDING
CAN HSS STEEL TUBE CANOPY - - CENTRIA 9957 XL SILVER 08 44 00
CH CONDUCTOR HEAD W/PARTIALLY OPEN-FACED DOWNSPOUT - - SHERWIN WILLIAMS SW 7019 GAUNTLET GRAY 07 60 00
CW1 ALUMINUM CURTAINWALL - CURTAINWALL TYPE 1 WASSAU SUPERWALL 3" SIGHTLINE CLEAR ANODIZED ALUMINUM 08 44 00 CW2 ALUMINUM CURTAINWALL - CURTAINWALL TYPE 2 WASSAU SUPERWALL 3" SIGHTLINE CLEAR ANODIZED ALUMINUM 08 44 00 CW3 ALUMINUM CURTAINWALL - CURTAINWALL TYPE 3 WASSAU SUPERWALL 3" SIGHTLINE CLEAR ANODIZED ALUMINUM 08 44 00 CW4 ALUMINUM CURTAINWALL - CURTAINWALL TYPE 4 WASSAU SUPERWALL 3" SIGHTLINE CLEAR ANODIZED ALUMINUM 08 44 00
DS OPEN-FACED DOWNSPOUT - - SHERWIN WILLIAMS SW 7019 GAUNTLET GRAY 07 60 00
HWV HOODED WALL VENTS / WALL VENTS - - SHERWIN WILLIAMS SW 7019 GAUNTLET GRAY 03 45 33.00 10 INCLUDES ALL WALL VENTS / TERMINATATIONS, NOT INCLUDING WALL LOUVERS
L-# METAL LOUVER - - SHERWIN WILLIAMS SW 7019 GAUNTLET GRAY 08 91 00
MC-1 METAL COPING - - SHERWIN WILLIAMS SW 7019 GAUNTLET GRAY 07 60 00
MF-1 METAL FASCIA - - CENTRIA 9957 XL SILVER 07 60 00
MF-2 METAL FASCIA - - SHEFFIELD METALS EVERGREEN 07 60 00
MP-1 24" HORIZONTAL-SPANNING INSULATED METAL WALL PANEL CENTRIA FORMAWALL DIMENSION FLAT PANEL CENTRIA 9957 XL SILVER 07 42 63 - OSD OVERHEAD SECTIONAL DOOR - - SHERWIN WILLIAMS SW 7019 GAUNTLET GRAY 08 36 13 FLAT SEAM DOOR PANELS PC-1 PRECAST CONCRETE WALL PANEL (FINISH 1) STRESSCON - K0619 LIGHT BROWN / ACID ETCH FINISH 03 45 33 PS PYRAMIDAL SKYLIGHT - TRANSCLUCENT PANELS KALWALL 45º STANDARD PYRAMID CRYSTAL/WHITE W/ CLR ANOD ALUM FRAMING 08 62 45
SB STEEL BOLLARD - - SAFETY YELLOW 05 50 13 -
SC THRU-WALL SCUPPER - - SHERWIN WILLIAMS SW 7019 GAUNTLET GRAY 07 60 00
SD STEEL DOOR AND FRAME - TYP - - SHERWIN WILLIAMS SW 7019 GAUNTLET GRAY 08 11 13
SL STEEL LADDER - - SHERWIN WILLIAMS SW 7019 GAUNTLET GRAY 05 51 33
SS-1 STRUCTURAL STANDING SEAM METAL ROOF - - CENTRIA 9957 XL SILVER 07 61 14.00 20 SS-2 STRUCTURAL STANDING SEAM METAL ROOF - - SHEFFIELD METALS EVERGREEN 07 61 14.00 20
TPO SINGLE-PLY TPO MEMBRANE ROOF SYSTEM ON STEEL DECK - - WHITE 07 54 23
W1 ALUMINUM WINDOW SYSTEM - WINDOW TYPE 1 WASSAU SUPERWALL - CLEAR ANODIZED ALUMINUM 08 44 00 W2 ALUMINUM WINDOW SYSTEM - WINDOW TYPE 2 WASSAU SUPERWALL - CLEAR ANODIZED ALUMINUM 08 44 00
SECOND FLOOR
116' - 0"
TO PRECAST 3
140' - 0"
A-302
A-302
151 6 9 10 138 143
TO FOUNDATION 2
98' - 0"
TO FOUNDATION 1
98' - 8"
4 5 7 11 122
108 115
A-302
A-400 A
A-400 B
211 208B 207
110 114B
201B
A-404 A
A-301
1 1
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
TO PRECAST 3
140' - 0"
A-302
A-302
151 6 9 10 138
TO FOUNDATION 2
98' - 0"
TO FOUNDATION 1
98' - 8"
4 5 7 11 122
201D ST-202
ST-102103C103A101
A-302
A-400 D
A-401 A
A-301
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
TO PRECAST 3
140' - 0"
A-302
A-302
151 6 9 10 138 143
TO FOUNDATION 2
98' - 0"
TO FOUNDATION 1
98' - 8"
4 5 7 11 122
A-302
A-400 C
108 109
202 207
A-301
1 1
US Army Corps of Engineers ®
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(F
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1/16" = 1'-0"A-300
1 BUILDING LONGITUDINAL SECTION 1
1/16" = 1'-0"A-300
3 BUILDING LONGITUDINAL SECTION 3 32'8'0 16'
1/16" = 1'-0"A-300
2 BUILDING LONGITUDINAL SECTION 2
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2 1
ROOM FINISH SCHEDULE LEGEND
ATC ACOUSTICAL TILE CEILING
CMU CONCRETE MASONRY UNIT
CPT CARPET TILE
CW CURTAIN WALL/STOREFRONT
EFM ENTRANCE FLOOR MAT
EXP EXPOSED STRUCTURE
GPC GROUND AND POLISHED CONCRETE
GWB GYPSUM WALL BOARD
LVT LUXURY VINYL TILE
OFP OPERABLE FOLDING PARTITION
PCONC PRECAST CONCRETE
PNT PAINT
PT PORCELAIN TILE
RAF RUBBER ATHLETIC FLOORING
RGF RUBBER GYM FLOORING
RTF RUBBER TRACK FLOORING
RT RUBBER TILE
RB RESILIENT BASE
SCONC SEALED CONCRETE
SSM SOLID SURFACE MATERIAL
TRF ARTIFICIAL TURF
US Army Corps of Engineers ®
SHEET ID
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ROOM FINISH NOTES:
1. PROVIDE PT WAINSCOT ON SINK CORNER WALLS UP TO 4'-0" A.F.F. THAT
EXTENDS 3 FEET HORIZONTALLY FROM THE SINK CORNER.
2. PROVIDE 4'-0" WIDE 3/4" MIN A-C FIRE RATED PLYWOOD TO 8'-0" AFF AS SHOWN
ON SHEET TN110. FINISH SHALL BE CLEAR SEALER AND FIRE RATED STAMP
SHALL BE CLEARLY VISIBLE ON EACH PANEL.
3. REFER TO SPEC SECTIONS 09 06 00 SCHEDULES FOR FINISHES AND 14 24 23
HYDRAULIC PASSENGER ELEVATORS FOR ELEVATOR CAB FINISHES.
4. SEE SHT A-111 FOR ARTIFICIAL TURF LOCATION. TURF CONSISTS OF FOUR 3'-0"
WIDE VISUALLY DELINATED LANES.
5. PROVIDE PT WAINSCOT ON ALL GWB WALLS UP TO 3'-0". DO NOT PROVIDE PT
WAINSCOT ON PCONC OR CMU WALL SURFACES.
GENERAL NOTES:
1. NORTH, SOUTH, EAST & WEST AS NOTED ON SCHEDULE SHALL BE
ACCORDANCE WITH PLAN NORTH AS INDICATED ON PLANS.
2. FOR ITEMS IDENTIFIED AS "VARIES," SEE DESIGN DRAWINGS FOR MORE
DETAIL.
3. CEILING HEIGHTS/ELEVATIONS IDENTIFIED IN ROOM FINISH SCHEDULE ARE
HEIGHTS ABOVE THEIR RESPECTIVE FINISHED FLOORS.
4. ALL PRECAST CONCRETE WALLS SHALL BE LEFT UNPAINTED UNLESS NOTED
OTHERWISE IN THE ROOM FINISH SCHEDULE, DRAWINGS, OR SPECIFICATIONS.
5. ALL CMU WALLS SHALL BE LEFT UNPAINTED UNLESS NOTED OTHERWISE IN
THE ROOM FINISH SCHEDULE, DRAWINGS, OR SPECIFICATIONS.
6. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL FINISHED CORNERS,
EXCLUDING TILE FINISHED WALLS.
7. REFER TO 09 06 00 SCHEDULES FOR FINISHES.
FINISH SCHEDULE - FIRST FLOOR
ROOM NAME
WALL FINISH
BASE
FLOOR CEILINGS
NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST MAT. MAT. HEIGHT
101 VEST. GWB/PAINT CW GWB/PAINT CW RB EFM/GPC GWB/PAINT 9' -8 3/8"
102 LOBBY - CMU CW/GWB/PAINT - RB GPC - -
103A CORR. CMU PCONC CMU - RB GPC ATC 9'-0"
103B CORR. GWB/PAINT GWB/PAINT CMU GWB/PAINT/CMU RB GPC ATC 9'-0"
103C CORR PCONC GWB/PAINT GWB/PAINT PCONC RB GPC ATC 12'-0"
104 CONTROL STORAGE CMU GWB/PAINT GWB/PAINT CMU RB GPC ATC 9'-0"
105 JANITOR/LAUNDRY CMU PCONC GWB/PAINT GWB/PAINT RB GPC ATC 9'-0"
106 ELEC GWB/PAINT GWB/PAINT GWB/PAINT CMU RB SCONC EXP/PAINT VARIES
107 ELEV MECH GWB PCONC GWB GWB RB SCONC GWB/PAINT 9'-0"
108 FITNESS MODULE PCONC CMU/GWB/PAINT PCONC CW/PCONC RB RAF/TRF - - 4
109 STRETCHING GWB/PAINT GWB/PAINT GWB/PAINT CMU RB RAF ATC 9'-0"
109A TELECOMM GWB/PAINT PCONC GWB/PAINT GWB/PAINT RB SCONC EXP/PAINT VARIES 2
110 CORR GWB/PAINT GWB/PAINT GWB/PAINT GWB/PAINT RB GPC ATC 9'-0"
111 FITNESS ASSESSMENT GWB/PAINT GWB/PAINT GWB/PAINT GWB/PAINT RB RAF ATC 10'-0"
112 FITNESS/GYM STORAGE CMU/PCONC PCONC GWB/PAINT CMU RB SCONC EXP/PAINT VARIES
113 STOR. GWB/PAINT GWB/PAINT GWB/PAINT GWB/PAINT RB SCONC ATC 9'-0"
114A RESTROOM PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT PT GWB/PAINT 9'-0" 5 114B RESTROOM PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT PT GWB/PAINT 9'-0" 5
115 GYM PCONC PCONC PCONC PCONC RB RGF EXP/PAINT VARIES
115B ELEC GWB/PAINT PCONC GWB/PAINT GWB/PAINT RB SCONC EXP/PAINT VARIES
116 MENS LOCKER ROOM PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT/PCONC PT WAINSCOT/GWB/PAINT/PCONC PT WAINSCOT/GWB/PAINT/CMU PT PT GWB/PAINT/ATC 9'-0" & 10'-0" 5 117 WOMENS LOCKER ROOM PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT/PCONC PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT/PCONC PT PT GWB/PAINT/ATC 9'-0" & 10'-0" 5
118 MECHANICAL GWB/PAINT PCONC PCONC GWB/PAINT RB SCONC EXP/PAINT VARIES
119 ELEC GWB/PAINT GWB/PAINT/PCONC PCONC PCONC RB SCONC EXP/PAINT VARIES
EL-101 ELEVATOR GWB/CONC PCONC CMU/CONC GWB/CONC - SCONC - - 3
ST-101 STAIRS CW/GWB/PAINT CMU GWB/PAINT GWB/PAINT RB RT - -
ST-102 STAIRS PCONC GWB/PAINT GWB/PAINT GWB/PAINT RB RT - -
ST-103 STAIRS PCONC CMU CMU CMU RB RT - -
FINISH SCHEDULE - SECOND FLOOR
ROOM NAME
WALL FINISH
BASE
FLOOR CEILINGS
NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST MAT. MAT. HEIGHT
201A CORR - GWB/PAINT PCONC GWB/PAINT/PCONC RB GPC EXP/PAINT VARIES
201B CORR - GWB/PAINT - GWB/PAINT RB GPC ATC 10'-0"
201C CORR PCONC PCONC GWB/PAINT GWB/PAINT RB GPC EXP/PAINT VARIES
201D CORR PCONC GWB/PAINT/PCONC GWB/PAINT PCONC RB GPC ATC 13'-8"
202 CARDIO AREA GWB/PAINT GWB/PAINT/PCONC GWB/PAINT GWB/PAINT RB GPC EXP/PAINT & ATC VARIES & 13'-8"
203 JAN. GWB/PAINT PCONC GWB/PAINT GWB/PAINT RB SCONC EXP/PAINT VARIES 1
204 RESTROOM PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT PT GWB/PAINT 9'-0" 5
205 ELEC GWB/PAINT PCONC GWB/PAINT GWB/PAINT RB SCONC EXP/PAINT VARIES
206 TELECOMM GWB/PAINT PCONC GWB/PAINT GWB/PAINT RB SCONC EXP/PAINT VARIES 2
207 JOGGING TRACK PCONC PCONC PCONC PCONC RB RTF - -
207A TRACK VESTIBULE GWB/PAINT PCONC GWB/PAINT GWB/PAINT RB RTF ATC 9'-0"
207B TRACK VESTIBULE GWB/PAINT PCONC GWB/PAINT GWB/PAINT RB RTF ATC 9'-0"
208A RESTROOM PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT PT GWB/PAINT 9'-0" 5 208B RESTROOM PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT WAINSCOT/GWB/PAINT PT PT GWB/PAINT 9'-0" 5
209 NURSING MOTHERS GWB/PAINT GWB/PAINT GWB/PAINT GWB/PAINT RB CPT ATC 9'-0"
210 CORR GWB/PAINT GWB/PAINT GWB/PAINT GWB/PAINT RB CPT ATC 10'-0"
211 CLASSROOM/TRAINING GWB/PAINT GWB/PAINT GWB/PAINT GWB/PAINT RB CPT ATC 10'-0"
211A STOR GWB/PAINT GWB/PAINT GWB/PAINT GWB/PAINT RB CPT ATC 10'-0"
212 PROGRAM MANAGER GWB/PAINT GWB/PAINT GWB/PAINT GWB/PAINT RB CPT ATC 10'-0"
213 BREAK GWB/PAINT GWB/PAINT GWB/PAINT GWB/PAINT RB LVT ATC 10'-0"
214 DIRECTOR GWB/PAINT GWB/PAINT GWB/PAINT GWB/PAINT RB CPT ATC 10'-0"
215 SUPPORT STAFF GWB/PAINT GWB/PAINT GWB/PAINT GWB/PAINT RB CPT ATC 10'-0"
216A LARGE GROUP EXERCISE - A GWB/PAINT GWB/PAINT/OFP PCONC PCONC RB RAF ATC 13'-0" 216B LARGE GROUP EXERCISE - B GWB/PAINT PCONC PCONC GWB/PAINT/OFP RB RAF ATC 13'-0"
216C STOR GWB/PAINT PCONC PCONC GWB/PAINT RB RAF EXP/PAINT VARIES
EL-201 ELEVATOR GWB PCONC GWB GWB - - EXP/PAINT VARIES 3
ST-201 STAIRS CW/GWB/PAINT CMU GWB/PAINT GWB/PAINT RB RT EXP/PAINT VARIES
ST-202 STAIRS PCONC GWB/PAINT GWB/PAINT GWB/PAINT RB RT ATC 13'-8"
ST-203 STAIRS PCONC GWB/PAINT GWB/PAINT GWB/PAINT RB RT ATC 10'-0"
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A
TO FOUNDATION 2
98' - 0"
HD E
BO WINDOW 1
103' - 4"
TO WINDOW 2
113' - 4"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 4"
48' - 4" 26' - 0" 48' - 4"
PANEL WIDTH
12' - 4"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
3' - 0"
OPENING
6' - 0" 3' - 0" 3' - 0"
OPENING
6' - 0" 3' - 0" 3' - 0"
OPENING
6' - 0" 3' - 0" 3' - 0"
OPENING
6' - 0" 3' - 4"
PC
R
AC AC
PC
F1
3' - 4"
OPENING
6' - 0" 3' - 0" 3' - 0"
OPENING
6' - 0" 3' - 0" 3' - 0"
OPENING
6' - 0" 3' - 0" 3' - 0"
OPENING
6' - 0" 3' - 0"
FIRST FLOOR
100' - 0"
TO FOUNDATION 2
98' - 0"
PCF1 AE
PC
F1
AC
AE
AC
1' - 3"
PANEL WIDTH
10' - 9"
PANEL WIDTH
12' - 0"
PANEL WIDTH
7' - 3"
PANEL WIDTH
7' - 4"
FIRST FLOOR
100' - 0"
TO FOUNDATION 2
98' - 0"
NK
BO WINDOW 1
103' - 4"
BO WINDOW 2
116' - 8"
TO WINDOW 1
110' - 0"
TO WINDOW 3
123' - 4"
11"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0" 1' - 0"
3' - 0"
OPENING
6' - 0" 3' - 0" 3' - 0"
OPENING
6' - 0" 3' - 0" 3' - 0"
OPENING
6' - 0" 3' - 0"
PC
F1
AC
AE AE AE
FIRST FLOOR
100' - 0"
TO FOUNDATION 2
98' - 0"
PO
8" PANEL WIDTH
4' - 4"
PC
F1
AC
4"1'
4"
NOTCH PANEL FOR
COLUMN BASE
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
TO PRECAST 3
140' - 0"
9 10 13
TO FOUNDATION 2
98' - 0"
7 11 12
BO WINDOW 3
119' - 4"
TO WINDOW 4
126' - 0"
1' - 3"
PANEL WIDTH
8' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
7' - 9"
PANEL WIDTH
8' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
11' - 0"
PANEL WIDTH
11' - 0"
PANEL WIDTH
11' - 0"
PANEL WIDTH
11' - 0"
PANEL WIDTH
11' - 0"
PCF1 AE PCF1
PC
F1
AC
PC
F1
AC
PC
F1
AC
2' - 4"
OPENING
6' - 4" 2' - 4"2' - 4"
OPENING
6' - 4" 2' - 4"
107' - 4" 107' - 4"
1'
4" 2'
2"
O
PE
N
IN
G
8'
0"
8"
1'
6"
1'
O
PE
N
IN
G
8'
0"
8"
1' - 0"
OPENING
6' - 0"
129' - 5"
119' - 4"
REVEAL
REVEAL
1' - 8"
1' - 0"10"1' - 0"
3' - 6" 135' - 0"135' - 0"
3' - 6"
1' - 0"10"1' - 0"
1' - 8" 135' - 0" 135' - 0"
11"4' - 6"11"
110' - 9" 1' - 11"
2' - 6"1' - 11"
110' - 10"
2' - 0"2' - 10"6' - 2"
2'
" 110' - 8"
1'
4"
1'
1"
1'
1"
1'
4"
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
TO FOUNDATION 2
98' - 0"
JP
1' - 3"
PANEL WIDTH
11' - 3"
PANEL WIDTH
11' - 4"
PANEL WIDTH
11' - 4"
PANEL WIDTH
11' - 4"
PANEL WIDTH
11' - 3" 1' - 3"
PCF1
PC
F1
AC
8" O
PE
N
IN
G
8'
0"
107' - 4"
5' - 4"
OPENING
3' - 4" 2' - 8"
115' - 3" 115' - 3" 115' - 3"
5' - 2" 1' - 0"
10" 1' - 0" 3' - 4"
1'
4"
1'
1"
110' - 5"
2' - 2" 1' - 6"
1'
6"
3' - 4" 1' - 0"
11 11/16" 10 5/16"
5' - 2"
1'
1"
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
TO FOUNDATION 2
98' - 0"
PANEL WIDTH
8' - 6"
PANEL WIDTH
8' - 8"
PCF1
AC
PC
R
1'
6"
9"
NOTCH PANEL FOR
COLUMN BASE
THIN BRICK VENEER W/ CAST MORTAR JOINTS
ACID ETCH FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE210.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE AE100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL
REQUIREMENTS AND PROVIDE ADDITIONAL BLOCKOUTS,
CONDUITS/CHASES, AND OPENINGS AS REQUIRED TO MEET INDIVIDUAL
SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
9. PROVIDE "AE" FINISH ON ALL INTERIOR FACING WALL SURFACES,
PRECAST PANEL FINISH LEGEND
AC
AE
PCF1
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE200
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E O
M
AH
A, N
E
A.
W
AL
Z
A.
W
AL
Z
B.
G
O R
U P
B.
G
O R
U P
/1
6/
W
F2
1R
FC
D
Y_
PF
F_ D
M _A
.R
VT
F7
-2 8-
PH
YS
IC
AL
F
IT
N
ES
S
FA
C
IL
IT
Y
PN
(F
Y2 1)
1/8" = 1'-0"AE200
1 GRID 1 PRECAST ELEVATION - AREA A
1/8" = 1'-0"AE200
2 GRID H PRECAST ELEVATION - AREA A
1/8" = 1'-0"AE200
3 GRID 4 PRECAST ELEVATION - AREA C
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-1 5-
2 1
1/8" = 1'-0"AE200
4 GRID 7 PRECAST ELEVATION - AREA C
1/8" = 1'-0"AE200
5 GRID P PRECAST ELEVATION - AREA C
1/8" = 1'-0"AE200
6 GRID 13 PRECAST ELEVATION - AREA C
1/8" = 1'-0"AE200
7 GRID J PRECAST ELEVATION - AREA C
8'0 4' 16'
1 1
SECOND FLOOR
116' - 0"
TO PRECAST 3
140' - 0"
159 10 138 14
TO FOUNDATION 2
98' - 0"
TO FOUNDATION 1
98' - 8"
11 12
BO WINDOW 3
119' - 4"
TO WINDOW 5
129' - 4"
92' - 9" 119' - 1"
PANEL WIDTH
6' - 10"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
7' - 7"
PANEL WIDTH
9' - 5"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
7' - 8"
AE
AC
AE
AC
107' - 2"
O
PE
N
IN
G
7'
2' - 0"
OPENING
6' - 4"2' - 0"6' - 8"2' - 0"
OPENING
6' - 4"2' - 0"6' - 10" 2' - 0"
OPENING
6' - 4"2' - 0"
8" 7' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"9' - 5"7' - 7"10' - 4"
1' - 8"
OPENING
3' - 4"
1' - 8"
6' - 10" 2' - 2"
OPENING
6' - 0" 2' - 2" 6' - 8" 2' - 2"
OPENING
6' - 0" 2' - 2" 6' - 8" 2' - 2"
OPENING
6' - 0" 2' - 2" 6' - 8" 10' - 4"
REVEAL
REVEAL
129' - 4"
119' - 5"
O
PE
N
IN
G
7'
7"
8"
O
PE
N
IN
G
7'
10' - 4"
107' - 2"
8"
O
PE
N
IN
G
7'
107' - 2"
5"
1' - 0" 1' - 0"
10" 1' - 0" 2' - 10"
137' - 10" 137' - 10"
1'
1"
1'
4"
1' - 0" 10"
1' - 0"
137' - 10" 137' - 10"
1'
1"
1'
4"
2' - 1" 11"
1'
6"
NOTCH PANELS FOR COLUMN BASE
107' - 2"
2' - 0"6' - 4"2' - 0"
O
PE
N
IN
G
7'
8"
107' - 2"
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
TO PRECAST 3
140' - 0"
A
TO FOUNDATION 2
98' - 0"
H
BO WINDOW 3
119' - 4"
TO WINDOW 5
129' - 4"
1' - 4"
PANEL WIDTH
7' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
6' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
6' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
6' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
6' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
6' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
6' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
7' - 0" 1' - 4"
129' - 4"
119' - 5"
AE
AC
1' - 4" 7' - 0" 2' - 0"
OPENING
6' - 0" 2' - 0" 6' - 0" 2' - 0"
OPENING
6' - 0" 2' - 0" 6' - 0" 2' - 0"
OPENING
6' - 0" 2' - 0" 6' - 0" 2' - 0"
OPENING
6' - 0" 2' - 0" 6' - 0" 2' - 0"
OPENING
6' - 0" 2' - 0" 6' - 0" 2' - 0"
OPENING
6' - 0" 2' - 0" 6' - 0" 2' - 0"
OPENING
6' - 0" 2' - 0" 7' - 0" 1' - 4"
THIN BRICK VENEER W/ CAST MORTAR JOINTS
ACID ETCH FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE210.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE AE100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL
REQUIREMENTS AND PROVIDE ADDITIONAL BLOCKOUTS,
CONDUITS/CHASES, AND OPENINGS AS REQUIRED TO MEET INDIVIDUAL
SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
9. PROVIDE "AE" FINISH ON ALL INTERIOR FACING WALL SURFACES,
PRECAST PANEL FINISH LEGEND
AC
AE
PCF1
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE201
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E O
M
AH
A, N
E
A.
W
AL
Z
A.
W
AL
Z
B.
G
O R
U P
B.
G
O R
U P
/1
6/
W
F2
1R
FC
D
Y_
PF
F_ D
M _A
.R
VT
F7
-2 8-
PH
YS
IC
AL
F
IT
N
ES
S
FA
C
IL
IT
Y
PN
(F
Y2 1)
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-1 5-
2 1
1/8" = 1'-0"AE201
1 GRID H PRECAST ELEVATIONS - AREA B
1/8" = 1'-0"AE201
2 GRID 15 PRECAST ELEVATION - AREA B
8'0 4' 16'
SECOND FLOOR
116' - 0"
TO PRECAST 3
140' - 0"
15 8
TO FOUNDATION 2
98' - 0"
BO WINDOW 3
119' - 4"
TO WINDOW 5
129' - 4"
PANEL WIDTH
7' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
6' - 8"
PANEL WIDTH
10' - 4"
PANEL WIDTH
7' - 8"
AC
AE
7' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"6' - 8"2' - 2"
OPENING
6' - 0"2' - 2"7' - 8"
107' - 2"107' - 2"
7' - 8"2' - 0"
OPENING
6' - 4"2' - 0"57' - 8"10' - 4"40' - 8"10' - 4"57' - 8"2' - 0"
OPENING
6' - 4"2' - 0"7' - 8"
8" O
PE
N
IN
G
7'
O
PE
N
IN
G
7'
8"
2' - 10"
1' - 0"
10" 1' - 0"
1' - 0"137' - 10" 137' - 10"
1'
4"
1'
1"
2' - 10"
1' - 0"
10" 1' - 0"
137' - 10" 137' - 10"
1'
4"
1'
1"
1' - 0"
1' - 0"
10"
1' - 0"
2' - 10"
137' - 10" 137' - 10"
1'
1"
1'
4"
1' - 0"
1' - 0"
10"
1' - 0"
2' - 10"
137' - 10" 137' - 10"
1'
1"
1'
4"
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
TO HIGH ROOF WALL
129' - 4"
TO FOUNDATION 2
98' - 0"
BO WINDOW 1
103' - 4"
BO WINDOW 3
119' - 4"
TO WINDOW 2
113' - 4"
STAIR LANDING/TO OHS
108' - 0"
1' - 3"
PANEL WIDTH
10' - 9"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"10"
1' - 9"
OPENING
6' - 0"3' - 0"3' - 0"
OPENING
6' - 0"3' - 0"3' - 0"
OPENING
6' - 0"3' - 0"3' - 0"
OPENING
6' - 0"3' - 0"30' - 0"2' - 0"
OPENING
6' - 0"2' - 0"
OPENING
3' - 4"6' - 8"10' - 0"2' - 8"
OPENING
3' - 4"4' - 0"
OPENING
8' - 0"2' - 0"
8" O
PE
N
IN
G
8'
0"
107' - 4"
AC
PC
F1
O
PE
N
IN
G
8'
0"
8"
107' - 4"
8"
THIN BRICK VENEER W/ CAST MORTAR JOINTS
ACID ETCH FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE210.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE AE100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL
REQUIREMENTS AND PROVIDE ADDITIONAL BLOCKOUTS,
CONDUITS/CHASES, AND OPENINGS AS REQUIRED TO MEET INDIVIDUAL
SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
9. PROVIDE "AE" FINISH ON ALL INTERIOR FACING WALL SURFACES,
PRECAST PANEL FINISH LEGEND
AC
AE
PCF1
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE202
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
FO
R
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-1 5-
2 1
1/8" = 1'-0"AE202
1 GRID A PRECAST ELEVATION - AREA B
1/8" = 1'-0"AE202
2 GRID A PRECAST ELEVATION - GRIDS 8 THRU 1
8'0 4' 16'
SECOND FLOOR
116' - 0"
TO PRECAST 3
140' - 0"
AB
TO FOUNDATION 1
98' - 8"
FGH CDE
BO WINDOW 3
119' - 4"
TO WINDOW 5
129' - 4"
STAIR LANDING/TO OHS
108' - 0"
PANEL WIDTH
13' - 7"
PANEL WIDTH
13' - 6"
PANEL WIDTH
13' - 6"
PANEL WIDTH
13' - 6"
PANEL WIDTH
13' - 6" 13' - 6"
PANEL WIDTH
13' - 6"
PANEL WIDTH
13' - 6"
PANEL WIDTH
12' - 9"
7' - 6"
OPENING/SPANDREL
12' - 0" 7' - 6" 13' - 6" 7' - 6"
OPENING/SPANDREL
12' - 0" 7' - 6" 3' - 9"
OPENING
6' - 0" 3' - 9" 3' - 9"
OPENING
6' - 0" 3' - 0"
O
PE
N
IN
G
9'
0"
O
PE
N
IN
G
9'
0"
124' - 8" 124' - 8"
27' - 1" 7' - 6"
OPENING
3' - 4" 2' - 8" 54' - 0" 6' - 5"
OPENING
3' - 4" 3' - 9" 2' - 9"
OPENING
8' - 0" 2' - 0"
O
PE
N
IN
G
7'
8"
O
PE
N
IN
G
7'
8"
SPANDREL PANEL SPANDREL PANEL
AE
AC
107' - 2" 107' - 2"
7' - 5" 1' - 1"
3'
6"
135' - 8"
O
PE
N
IN
G
8'
8"
8"
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
TO PRECAST 3
140' - 0"
TO FOUNDATION 1
98' - 8"
GHJLMP NO
TO WINDOW 4
126' - 0"
1' - 3"
PANEL WIDTH
8' - 3"
PANEL WIDTH
12' - 6"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 6"
PANEL WIDTH
10' - 4"
6' - 0"
OPENING
6' - 6" 2' - 2"
OPENING
6' - 0" 2' - 2"
2' - 0"
OPENING
3' - 4" 2' - 11" 4' - 2"
OPENING
3' - 4" 5' - 0" 24' - 0"
AE
AC
123' - 2" 123' - 2"
109' - 0"
O
PE
N
IN
G
7'
7"
5"
O
PE
N
IN
G
7'
7" 5"
2' - 2"
OPENING
5' - 0" 5' - 4"
O
PE
N
IN
G
9'
8" 8"
O
PE
N
IN
G
5"
OPENING/SPANDREL
10' - 4"
O
PE
N
IN
G
9'
4"
1'
4"
108' - 0"
O
PE
N
IN
G
6'
8" 3'
4"
1'
2" 3"
1'
4"
1' - 2"
8" 1' - 10"
2' - 6"
113' - 0"
2' - 11" 1' - 6"
4' - 0" 3' - 7"
1'
6"
131' - 2" 3' - 0" 1' - 0"
1'
0"
130' - 3"
3' - 8"1' - 8"
1'
4" 111' - 8"
2'
5"
131' - 7" 4' - 0"
1' - 0"
2'
8"
132' - 7"
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
TO PRECAST 3
140' - 0"
TO FOUNDATION 1
98' - 8"
JLMP NO K
BO WINDOW 3
119' - 4"
TO WINDOW 5
129' - 4"
1' - 3"
PANEL WIDTH
8' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
9' - 3"
2' - 8"
OPENING
2' - 8" 2' - 8"
REVEAL
REVEAL
129' - 5"
119' - 4"
1' - 9"
OPENING
6' - 0" 1' - 6"
AE
AC
136' - 0" 4'
0"
3' - 11" 1' - 8"
1'
8"
112' - 4"
1' - 4" 8"
1' - 9" 2' - 0"
2' - 3"
8"
3'
4"
113' - 0" 113' - 8" 3' - 2" 1' - 10"
3' - 0"
1'
" 112' - 4"
THIN BRICK VENEER W/ CAST MORTAR JOINTS
ACID ETCH FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE210.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE AE100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL
REQUIREMENTS AND PROVIDE ADDITIONAL BLOCKOUTS,
CONDUITS/CHASES, AND OPENINGS AS REQUIRED TO MEET INDIVIDUAL
SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
9. PROVIDE "AE" FINISH ON ALL INTERIOR FACING WALL SURFACES,
PRECAST PANEL FINISH LEGEND
AC
AE
PCF1
US Army Corps of Engineers ®
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-1 5-
2 1
1/8" = 1'-0"AE203
1 GRID 8 PRECAST ELEVATION - GRIDS H THRU A
1/8" = 1'-0"AE203
2 GRID 8 PRECAST ELEVATION - GRIDS P THRU G
1/8" = 1'-0"AE203
3 GRID 11 PRECAST ELEVATION - GRIDS P THRU K
8'0 4' 16'
REFERENCE ELEVATION
SEE DRAWINGS
9NON-COMPOSITE PRECAST CONC PANEL
CEILING AS SCHEDULED (SEE
ROOM FINISH SCHEDULE) -
BOTH SIDES
PC CONC WALL - SLAB AND BEARING
CONDITION VARIES - SEE STRUCTURAL
DRAWINGS. SHIM AS REQ'D. FULLY
GROUT PANEL JOINT AT FOUNDATION.
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE)
SEAL ALL THRU-WALL
PENETRATIONS W/ JOINT
SEALANT
SEE PRECAST ELEVATIONS FOR
REVEAL LOCATIONS
HEAD CONDITION VARIES -
SEE ARCHITECTURAL AND
STRUCTURAL DRAWINGS FOR
DETAILS.
PROVIDE MINIMUM 3" CONTINUOUS
RIGID POLYISO INSULATION -
INSULATION SHALL PROVIDE
CONTINUOUS THERMAL BREAK AT
ALL PANEL JOINTS, OPENING AND
CORNER CONDITIONS
4" 3" 8"
1' - 3"
6" T
YP
FINISHED
GRADE FINISHED FLOOR
BOND BREAKER W/ SEALANT
8STC-50 MINIMUM
1 THRU 2 HR-RATED WHERE APPLICABLE - SEE "F" SHEETS
10" PRECAST CONCRETE PARTITION
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
PC CONC WALL - SLAB AND BEARING
CONDITION VARIES - SEE STRUCTURAL
DRAWINGS. SHIM AND GROUT AS REQ'D.
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE) - BOTH SIDES
SEAL ALL THRU-WALL PENETRATIONS
W/ JOINT SEALANT OR FIRESTOPPING -
SEE ARCHITECTURAL DRAWINGS
SEE PRECAST ELEVATIONS FOR REVEAL,
FINISH, AND PATTERNING REQ'S - BOTH SIDES
HEAD CONDITION VARIES - SEE
STRUCTURAL DRAWINGS FOR BRACING
REQUIREMENTS
10" SOLID PC CONC WALL - SEE STRUCTURAL
DRAWINGS FOR REINFORCEMENT AND
BRACING REQUIREMENTS.
BOND BREAKER W/ SEALANT - BOTH SIDES
TY
P
2"
10"
SEE A/AE210 FOR TYP PANEL ELEVATION
PRECAST CONCRETE PANEL
1/ 2"
1" 1/
2"
1/2"
45.00° TYP.
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
BO WINDOW 3
119' - 4"
TO WINDOW 5
129' - 4"
REVEALS, APPLIED FINISHES, AND
PATTERNING AS INDICATED ON
PRECAST AND BUILDING
ELEVATIONS - SEE A/A-210 FOR
TYPICAL REVEAL DETAILS.
PANEL HEIGHT AND
BEARING CONDITION AS
SHOWN ON DRAWINGS.
AS-CAST OR ACID ETCH FINISH AS
INDICATED ON PRECAST
ELEVATIONS. AS-CAST PANELS SHALL
BE BE STRIPPED, CLEANED AND ALL
DEFORMATIONS REPAIRED.
OPENINGS AS INDICATED - VALIDATE AND
VERIFY OPENING REQUIREMENTS FOR
DUCTS, CONDUIT, PIPING, AND OTHER
BUILDING SYSTEM COMPONENTS. ADJUST
AND/OR ADD PENETRATIONS AS NECESSARY
FOR COMPLETE INSTALL - TYP.
PROVIDE CHAMFER AT
OPENING EDGES - TYP.
MINIMIZE WEBBING AND THERMAL
BRIDGING TO THE GREATEST EXTENT
POSSIBLE AT OPENINGS.
PANEL HEIGHT AND
BEARING CONDITION AS
SHOWN ON DRAWINGS
REVEALS, APPLIED FINISHES, AND
PATTERNING AS INDICATED ON
PRECAST AND BUILDING
ELEVATIONS - SEE A/A-210 FOR
TYPICAL REVEAL DETAILS.
6" M
AX PROVIDE CHAMFER AT
OPENING EDGES - TYP.
NLT 2" POLYISO INSULATION NO MORE
THAN 6" FROM OPENING PERIMETER
FOR THERMAL CONTINUITY - SEE
WINDOW AND DOOR DETAILS - FULL
THICKNESS INSULATION AT OPENINGS
PREFERRED WHEN TECHNICALLY FEASIBLE.
NLT 2" POLYISO INSULATION NO MORE
THAN 6" FROM OPENING PERIMETER
FOR THERMAL CONTINUITY - SEE
WINDOW AND DOOR DETAILS - FULL
THICKNESS INSULATION AT OPENINGS
PREFERRED WHEN TECHNICALLY FEASIBLE.
MINIMIZE WEBBING AND THERMAL
BRIDGING TO THE GREATEST EXTENT
POSSIBLE AT OPENINGS.
OPENINGS AS INDICATED - VALIDATE AND
VERIFY OPENING REQUIREMENTS FOR
DUCTS, CONDUIT, PIPING, AND OTHER
BUILDING SYSTEM COMPONENTS. ADJUST
AND/OR ADD PENETRATIONS AS
NECESSARY FOR COMPLETE INSTALL - TYP.VA
R
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S
6" MAX
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
BO WINDOW 3
119' - 4"
TO WINDOW 5
129' - 4"
STAIR LANDING/TO OHS
108' - 0"
6" M
AX
6" MAX
6" M
AX
PANEL HEIGHT AND
BEARING CONDITION AS
SHOWN ON DRAWINGS
REVEALS, APPLIED FINISHES,
AND PATTERNING AS INDICATED
ON PRECAST AND BUILDING
ELEVATIONS - SEE A/A-410 FOR
TYPICAL REVEAL DETAILS.
WHERE OCCURS, RETURN THIN BRICK
AND/OR CAST PATTERNING INTO ALL
OPENINGS - TYP - TERMINATE TREATMENT
BEHIND DOOR FRAME, WINDOW, AND/OR
FIXTURE INSTALLED IN OPENING.
PROVIDE CHAMFER AT ALL
OPENING EDGES - TYP.
PANEL HEIGHT AND
BEARING CONDITION AS
SHOWN ON DRAWINGS
NLT 2" POLYISO INSULATION NO MORE THAN
6" FROM OPENING PERIMETER FOR
THERMAL CONTINUITY - SEE WINDOW AND
DOOR DETAILS - FULL THICKNESS
INSULATION AT OPENINGS PREFERRED
WHEN TECHNICALLY FEASIBLE.
OPENINGS AS INDICATED - VALIDATE AND
VERIFY OPENING REQUIREMENTS FOR
DUCTS, CONDUIT, PIPING, AND OTHER
BUILDING SYSTEM COMPONENTS. ADJUST
AND/OR ADD PENETRATIONS AS
NECESSARY FOR COMPLETE INSTALL - TYP.
WHERE OCCURS, RETURN THIN BRICK
AND/OR CAST PATTERNING INTO ALL
OPENINGS - TYP - TERMINATE TREATMENT
BEHIND DOOR FRAME, WINDOW, AND/OR
FIXTURE INSTALLED IN OPENING.
PROVIDE CHAMFER AT ALL
OPENING EDGES - TYP.
NLT 2" POLYISO INSULATION NO MORE
THAN 6" FROM OPENING PERIMETER
FOR THERMAL CONTINUITY - SEE
WINDOW AND DOOR DETAILS - FULL
THICKNESS INSULATION AT OPENINGS
PREFERRED WHEN TECHNICALLY
FEASIBLE.
OPENINGS AS INDICATED - VALIDATE AND
VERIFY OPENING REQUIREMENTS FOR
DUCTS, CONDUIT, PIPING, AND OTHER
BUILDING SYSTEM COMPONENTS. ADJUST
AND/OR ADD PENETRATIONS AS
NECESSARY FOR COMPLETE INSTALL - TYP.
6" MAX
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 0"
PANEL HEIGHT AND
BEARING CONDITION AS
SHOWN ON DRAWINGS.
AS-CAST OR ACID ETCH FINISH AS
INDICATED ON PRECAST ELEVATIONS.
AS-CAST PANELS SHALL BE BE
STRIPPED, CLEANED AND ALL
DEFORMATIONS REPAIRED.
OPENINGS AS INDICATED - VALIDATE AND
VERIFY OPENING REQUIREMENTS FOR
DUCTS, CONDUIT, PIPING, AND OTHER
BUILDING SYSTEM COMPONENTS. ADJUST
AND/OR ADD PENETRATIONS AS NECESSARY
FOR COMPLETE INSTALL - TYP.
PROVIDE CHAMFER AT
OPENING EDGES - TYP.
PANEL HEIGHT AND
BEARING CONDITION AS
SHOWN ON DRAWINGS
REVEALS, APPLIED FINISHES, AND
PATTERNING AS INDICATED ON
PRECAST AND BUILDING
ELEVATIONS - SEE A/A-210 FOR
TYPICAL REVEAL DETAILS.
PROVIDE CHAMFER AT
OPENING EDGES - TYP.
OPENINGS AS INDICATED - VALIDATE AND
VERIFY OPENING REQUIREMENTS FOR
DUCTS, CONDUIT, PIPING, AND OTHER
BUILDING SYSTEM COMPONENTS. ADJUST
AND/OR ADD PENETRATIONS AS
NECESSARY FOR COMPLETE INSTALL - TYP.
VA
R
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S
OPENINGS AS INDICATED - VALIDATE AND
VERIFY OPENING REQUIREMENTS FOR
DUCTS, CONDUIT, PIPING, AND OTHER
BUILDING SYSTEM COMPONENTS. ADJUST
AND/OR ADD PENETRATIONS AS
NECESSARY FOR COMPLETE INSTALL - TYP.
10NON-COMPOSITE PRECAST CONC PANEL
CEILING AS SCHEDULED (SEE
ROOM FINISH SCHEDULE) -
BOTH SIDES
PC CONC WALL - SLAB AND BEARING
CONDITION VARIES - SEE STRUCTURAL
DRAWINGS. SHIM AS REQ'D. FULLY
GROUT PANEL JOINT AT FOUNDATION
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE)
SEAL ALL THRU-WALL
PENETRATIONS W/ JOINT
SEALANT
SEE PRECAST ELEVATIONS FOR
REVEAL LOCATIONS
HEAD CONDITION VARIES -
SEE ARCHITECTURAL AND
STRUCTURAL DRAWINGS FOR
DETAILS.
PROVIDE MINIMUM 3" CONTINUOUS
RIGID POLYISO INSULATION -
INSULATION SHALL PROVIDE
CONTINUOUS THERMAL BREAK AT
ALL PANEL JOINTS, OPENING AND
CORNER CONDITIONS
3" 3" 10"
1' - 4"
6" T
YP
FINISHED
GRADE FINISHED FLOOR
BOND BREAKER W/ SEALANT
US Army Corps of Engineers ®
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6" = 1'-0"AE210
D REVEAL DETAIL
1/4" = 1'-0"AE210
C WALL TYPE 10 - TYPICAL FINISH AT GYM
1/4" = 1'-0"AE210
B WALL TYPE 9 - TYPICAL FINISH AT FITNESS MODULE
1/4" = 1'-0"AE210
A WAL TYPE 8 - TYPICAL FINISH
4' 8'0 2'
0 3" 6" 9" 12"
A/77 B/2
B/1
B/2
B/2
S-1/1
B/1
A/71
B/2
B/1
B/2
A/1
A/33
AREA A
AREA C
AREA B
AREA C
AREA B
AREA CAREA C
AREA A
2 HOUR FIRE
RATED WALL
s ss s s
LOBBY
VEST.
CORR.
103A
ELEVATOR
EL-101
CONTROL
STORAGE
MENS LOCKER
ROOM
MECHANICAL
WOMENS LOCKER
ROOM
JANITOR/LAUNDRY
STAIRS
ST-101
STAIRS
ST-102CORR
103C
ELEC
2 HOUR FIRE
RATED WALL
2 3 4 5 6 7 8 9 10 11 12 13
G
H
I
J
K
L
M
N
O
P s
B/8
FEC
LEGEND
(X', XX') TRAVEL DISTANCE
(X' = COMMON PATH, XX'= TOTAL DISTANCE)
1 HOUR FIRE RATED WALL
"X"/# "X" IS OCCUPANCY/# IS NUMBER OF OCCUPANTS
2 HOUR FIRE RATED WALL
SMOKE PARTITIONS
FIRE EXTINGUISHER BRACKETFEB
FEC FIRE EXTINGUISHER CABINET
US Army Corps of Engineers ®
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1 FIRST FLOOR LIFE SAFETY PLAN - AREA C
8'0 4' 16'
PLAN NORTH
A B
KEYPLAN - NOT TO SCALE
C
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OCCUPANCY FACTORS:
ASSEMBLY ("A") = 15 SQUARE FEET PER PERSON
BUSINESS ("B") = 150 SQUARE FEET PER PERSON
LOCKER ROOMS = 50 SQUARE FEET PER PERSON - GROSS
MECH/ELECT/ETC. = 500 SQUARE FEET PER PERSON - GROSS
IT EQUPM RMS = 300 SQUARE FEET PER PERSON - GROSS
RECREATION - TRACK = 50 SQUARE FEET PER PERSON = GROSS
STORAGE ("S-1") = 500 SQUARE FEET PER PERSON
EXERCISE ROOMS = 50 SQUARE FEET PER PERSON
WITH EQUIPMENT
EXERCISE ROOMS = 15 SQUARE FEET PER PERSON
WITHOUT EQUIPMENT
| fcdya-201 |
| Sheets |
| A-201 - BUILDING AREA ELEVATIONS |
| AE200 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE201 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE202 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE203 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE210 - TYPICAL PRECAST FINISHING ELEVATIONS AND DETAILS |
| FCDYA-300 |
| Sheets |
| A-300 - COMPOSITE BUILDING SECTIONS |
| FCDYA-600 |
| Sheets |
| A-600 - ROOM FINISH SCHEDULE |
| fcdyae200 |
| Sheets |
| A-201 - BUILDING AREA ELEVATIONS |
| AE200 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE201 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE202 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE203 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE210 - TYPICAL PRECAST FINISHING ELEVATIONS AND DETAILS |
| fcdyae201 |
| Sheets |
| A-201 - BUILDING AREA ELEVATIONS |
| AE200 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE201 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE202 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE203 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE210 - TYPICAL PRECAST FINISHING ELEVATIONS AND DETAILS |
| fcdyae202 |
| Sheets |
| A-201 - BUILDING AREA ELEVATIONS |
| AE200 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE201 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE202 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE203 - PRECAST CONCRETE PANEL ELEVATIONS |
| AE210 - TYPICAL PRECAST FINISHING ELEVATIONS AND DETAILS |
| fcdyae203 |
| Sheets |
| AE203 - PRECAST CONCRETE PANEL ELEVATIONS |
| fcdyae210 |
| Sheets |
| AE210 - TYPICAL PRECAST FINISHING ELEVATIONS AND DETAILS |
| FCDYF-113 |
| Sheets |
| F-113 - FIRST FLOOR LIFE SAFETY PLAN - AREA C |
File details come from the government source that posted it. Updated .