W912QR24R0010_Plans-0007.pdf
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- Solicitation number
- W912QR24R0010
About this file
This document appears to be a Request for Proposal (RFP) for the reconfiguration and modernization of the LTC Luis E. Martinez Army Reserve Center (ARC) in Perrine, Florida. The project includes the alteration and renovation of the existing 78,625 square foot training building, construction of a new 19,363 square foot Area Maintenance Support Activity (AMSA) and Vehicle Maintenance Shop (VMS), and a new 50,747 square foot Organizational Storage Building. Supporting facilities such as land clearing, building demolition, paving, utilities, and security measures are also included. The solicitation will be issued as a single Firm-Fixed-Price contract with a NAICS code of 236220 and a business size standard of $45 million. The procurement will be conducted as an unrestricted, full and open competition using a Best Value Trade-Off source selection process. Proposals will be evaluated on past performance, technical factors, and price. The government estimates the construction magnitude to be between $25 million and $100 million.
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US Army Corps of Engineers ®
SHEET ID
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I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DATE SIGNED
LICENSE NUMBER
NAME
CERTIFICATION
G-002
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11902
26 APRIL 2024
David C. Norback
CONTINUED ON G-003
SHEET INDEX - VOLUME 1
NO. DESCRIPTION
A-203 TRAINING BUILDING - EXTERIOR ELEVATIONS
A-204 TRAINING BUILDING - EXTERIOR ELEVATIONS
A-205 TRAINING BUILDING - EXTERIOR ELEVATIONS
A-211 ORGANIZATIONAL STORAGE - EXTERIOR ELEVATIONS - OVERALL
A-212 ORGANIZATIONAL STORAGE - EXTERIOR ELEVATIONS
A-213 ORGANIZATIONAL STORAGE - EXTERIOR ELEVATIONS
A-214 ORGANIZATIONAL STORAGE - EXTERIOR ELEVATIONS
A-215 ORGANIZATIONAL STORAGE - EXTERIOR ELEVATIONS
A-221 AMSA/VMS - EXTERIOR ELEVATIONS
A-222 AMSA/VMS - EXTERIOR ELEVATIONS
A-301 TRAINING BUILDING - BUILDING SECTIONS
A-302 TRAINING BUILDING - WALL SECTIONS
A-303 TRAINING BUILDING - WALL SECTIONS
A-311 ORGANIZATIONAL STORAGE - BUILDING SECTIONS
A-312 ORGANIZATIONAL STORAGE - WALL SECTIONS
A-313 ORGANIZATIONAL STORAGE BUILDING - WALL SECTION - PEMB STRUCTURE CLEARENCES
A-321 AMSA/VMS - BUILDING SECTIONS
A-322 AMSA/VMS -WALL SECTIONS
A-323 AMSA/VMS - WALL SECTIONS
A-324 AMSA/VMS -WALL SECTIONS
A-400 TOILET AND LOCKER ROOM ACCESSORY ELEVATIONS AND DETAILS
A-401 TRAINING BUILDING - ENLARGED TOILET/LOCKER/SHOWER PLANS
A-402 TRAINING BUILDING - ENLARGED PLANS
A-403 TRAINING BUILDING - INTERIOR ELEVATIONS - RESTROOMS
A-404 TRAINING BUILDING - INTERIOR ELEVATIONS - LOBBY
A-405 TRAINING BUILDING - INTERIOR ELEVATIONS - MEDICAL ROOMS
A-406 TRAINING BUILDING - INTERIOR ELEVATIONS - BREAK ROOM, MAIL, ADMIN SUPPORT
A-407 TRAINING BUILDING - INTERIOR ELEVATIONS - ASSEMBLY HALL
A-408 TRAINING BUILDING - ENLARGED TOILET PLAN/ELEVATIONS
A-409 TRAINING CENTER - INTERIOR ELEVATIONS
A-410 ORGANIZATIONAL STORAGE - ENLARGED PLANS
A-411 ORGANIZATIONAL STORAGE - ENLARGED PLANS AND INTERIOR ELEVATIONS
A-420 AMSA/VMS - ENLARGED PLANS
A-421 AMSA/VMS - ENLARGED PLANS
A-422 AMSA/VMS - INTERIOR ELEVATIONS
A-501 EXTERIOR DETAILS - ROOF
A-502 EXTERIOR DETAILS - ROOF
A-503 EXTERIOR DETAILS - ROOF
A-504 EXTERIOR DETAILS - WALL
A-505 EXTERIOR DETAILS - WALL
A-506 EXTERIOR DETAILS - WALL
A-512 TRAINING BUILDING - EXTERIOR DETAILS - OPTION
A-513 TRAINING BUILDING - EXTERIOR DETAILS - EIFS/MWP BAND
A-514 TRAINING BUILDING - EXTERIOR DETAILS
A-515 PARACHUTE TOWER EXISTING CONDITIONS
A-520 EXTERIOR DETAILS - CURTAIN WALL
A-521 EXTERIOR DETAILS - CURTAIN WALL/WINDOW
A-522 EXTERIOR DETAILS - WINDOW AND TRANSLUCENT PANEL
A-523 EXTERIOR DETAILS - DOOR
A-524 EXTERIOR DETAILS - OVERHEAD COILING DOOR
A-525 EXTERIOR DETAILS - DOOR
A-526 EXTERIOR DETAILS - OPENING DETAILS
A-527 EXTERIOR DETAILS
A-530 SHIPS LADDER / ROOF LADDER SECTIONS AND DETAILS
A-531 ROOF LADDER AND SATS CANOPY SECTIONS AND DETAILS
A-540 PARTITION TYPES
A-541 INTERIOR DETAILS - PARTITION
A-542 INTERIOR DETAILS - CEILING
A-543 INTERIOR DETAILS - DOOR/WINDOW
A-544 INTERIOR DETAIL - DOOR/WINDOW
A-545 INTERIOR DETAILS - PARTITION - PEMB
A-550 INTERIOR DETAILS
A-551 PLAQUE MOUNTING AND LOBBY WOOD PANEL DETAILS
A-552 INTERIOR DETAILS - FLOOR
A-553 INTERIOR DETAILS - CASEWORK
A-554 INTERIOR DETAILS - CASEWORK
A-555 INTERIOR DETAILS - CAGING
A-601 CW TYPES, DOOR AND FRAME TYPES
A-602 DOOR SCHEDULE
A-603 DOOR SCHEDULE
A-810 ORGANIZATIONAL STORAGE - AIR BARRIER SYSTEM PLAN
SHEET INDEX - VOLUME 1
NO. DESCRIPTION
L-501 LANDSCAPE DETAILS
STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES
S-101 TRAINING BUILDING - FOUNDATION PLAN - OVERALL
S-102 TRAINING BUILDING - FOUNDATION PLAN - AREA A
S-103 TRAINING BUILDING - FOUNDATION PLAN - AREA B
S-104 TRAINING BUILDING - FOUNDATION PLAN - AREA C
S-105 TRAINING BUILDING - FOUNDATION PLAN - AREA D
S-106 TRAINING BUILDING - FOUNDATION PLAN - AREA E
S-107 TRAINING BUILDING - FOUNDATION PLAN - AREA F
S-111 ORGANIZATIONAL STORAGE - FOUNDATION PLAN - OVERALL
S-112 ORGANIZATIONAL STORAGE - FOUNDATION PLAN - AREA A
S-113 ORGANIZATIONAL STORAGE - FOUNDATION PLAN - AREA B
S-114 ORGANIZATIONAL STORAGE - FOUNDATION PLAN - AREA C
S-121 AMSA/VMS - FOUNDATION PLAN - OVERALL
S-122 AMSA/VMS - FOUNDATION PLAN - AREA A
S-123 AMSA/VMS - FOUNDATION PLAN - AREA B
S-161 TRAINING BUILDING - ROOF FRAMING PLAN - OVERALL
S-162 TRAINING BUILDING - ROOF FRAMING PLAN - AREA A
S-163 TRAINING BUILDING - ROOF FRAMING PLAN - AREA B
S-164 TRAINING BUILDING - ROOF FRAMING PLAN - AREA C
S-165 TRAINING BUILDING - ROOF FRAMING PLAN - AREA D
S-166 TRAINING BUILDING - ROOF FRAMING PLAN - AREA E
S-167 TRAINING BUILDING - ROOF FRAMING PLAN - AREA F
S-171 ORGANIZATIONAL STORAGE - ROOF FRAMING CONCEPTUAL PLAN - OVERALL
S-172 ORGANIZATIONAL STORAGE - ROOF FRAMING CONCEPTUAL PLAN - AREA A
S-173 ORGANIZATIONAL STORAGE - ROOF FRAMING CONCEPTUAL PLAN - AREA B
S-174 ORGANIZATIONAL STORAGE - ROOF FRAMING CONCEPTUAL PLAN - AREA C
S-181 AMSA/VMS - ROOF FRAMING PLAN - OVERALL
S-182 AMSA/VMS - ROOF FRAMING PLAN - AREA A
S-183 AMSA/VMS - ROOF FRAMING PLAN - AREA B
S-201 TRAINING BUILDING - WALL ELEVATIONS
S-220 AMSA/VMS - WALL ELEVATION KEYPLAN
S-221 AMSA/VMS - WALL ELEVATIONS
S-222 AMSA/VMS - WALL ELEVATIONS
S-223 AMSA/VMS - WALL ELEVATIONS
S-401 TRAINING BUILDING - PARTIAL PLAN AT EXIST PC PLANK
S-411 ORGANIZATIONAL STORAGE - ENLARGED PLANS
S-421 AMSA/VMS - ENLARGED PLANS
S-422 AMSA/VMS - ENLARGED PLANS
S-423 AMSA/VMS - BRIDGE CRANE RUNWAY BEAM FRAMING PLAN
S-501 FOUNDATION DETAILS
S-502 FOUNDATION DETAILS
S-503 FOUNDATION DETAILS
S-504 ARMS VAULT DETAILS
S-505 FOUNDATION DETAILS
S-506 FOUNDATION DETAILS
S-507 FOUNDATION DETAILS
S-521 FRAMING DETAILS
S-522 FRAMING DETAILS
S-523 FRAMING DETAILS
S-524 FRAMING DETAILS
S-525 FRAMING DETAILS
S-531 TYPICAL MASONRY DETAILS
S-532 CONCRETE WALL DETAILS
S-601 SCHEDULES
S-621 AMSA/VMS - JOIST AND ROOF UPLIFT WIND PRESSURES
ARCHITECTURAL
AS101 WASH PLATFORM - OPTION 'F'
AS102 BI-LEVEL LOADING RAMP - OPTION K - PLANS, SECTIONS, AND DETAILS
AS103 BI-LEVEL LOADING RAMP - OPTION K - DETAILS
AS104 MONUMENT SIGN DETAILS
AD101 TRAINING BUILDING - DEMOLITION PLAN - OVERALL
AD102 TRAINING BUILDING - DEMOLITION PLAN - AREA A
AD103 TRAINING BUILDING - DEMOLITION PLAN - AREA B
AD104 TRAINING BUILDING - DEMOLITION PLAN - AREA C
AD105 TRAINING BUILDING - DEMOLITION PLAN - AREA D
AD106 TRAINING BUILDING - DEMOLITION PLAN - AREA E
AD107 TRAINING BUILDING - DEMOLITION PLAN - AREA F
AD110 TRAINING BUILDING - DEMOLITION ROOF PLAN
AD121 EXISTING OMS DEMOLITION
AD122 EXISTING WASH PLATFORM DEMOLITION
AD123 FPL BUILDING DEMOLITION
AD201 TRAINING BUILDING - DEMOLITION EXTERIOR ELEVATIONS
AD501 DEMOLITION DETAILS
A-101 TRAINING BUILDING - OVERALL FLOOR PLAN
A-102 TRAINING BUILDING - FLOOR PLAN - AREA A
A-103 TRAINING BUILDING - FLOOR PLAN - AREA B
A-104 TRAINING BUILDING - FLOOR PLAN - AREA C
A-105 TRAINING BUILDING - FLOOR PLAN - AREA D
A-106 TRAINING BUILDING - FLOOR PLAN - AREA E
A-107 TRAINING BUILDING - FLOOR PLAN - AREA F
A-110 ORGANIZATIONAL STORAGE - UNDERSLAB RADON PLAN
A-111 ORGANIZATIONAL STORAGE - OVERALL FLOOR PLAN
A-112 ORGANIZATIONAL STORAGE - FLOOR PLAN - AREA A
A-113 ORGANIZATIONAL STORAGE - FLOOR PLAN - AREA B
A-114 ORGANIZATIONAL STORAGE - FLOOR PLAN - OPTION E
A-120 AMSA/VMS - UNDERSLAB RADON PLAN
A-121 AMSA/VMS - FLOOR PLAN - OVERALL
A-122 AMSA/VMS - FLOOR PLAN - AREA A
A-123 AMSA/VMS - FLOOR PLAN - AREA B
A-131 TRAINING BUILDING - REFLECTED CEILING PLAN - OVERALL
A-132 TRAINING BUILDING - REFLECTED CEILING PLAN - AREA A
A-133 TRAINING BUILDING - REFLECTED CEILING PLAN - AREA B
A-134 TRAINING BUILDING - REFLECTED CEILING PLAN - AREA C
A-135 TRAINING BUILDING - REFLECTED CEILING PLAN - AREA D
A-136 TRAINING BUILDING - REFLECTED CEILING PLAN - AREA E
A-137 TRAINING BUILDING - REFLECTED CEILING PLAN - AREA F
A-141 ORGANIZATIONAL STORAGE - REFLECTED CEILING PLAN - OVERALL
A-142 ORGANIZATIONAL STORAGE - REFLECTED CEILING PLAN - AREA A
A-143 ORGANIZATIONAL STORAGE - REFLECTED CEILING PLAN - AREA B
A-144 ORGANIZATIONAL STORAGE - REFLECTED CEILING PLAN - OPTION E
A-151 AMSA/VMS - REFLECTED CEILING PLAN - OVERALL
A-152 AMSA/VMS - REFLECTED CEILING PLAN - AREA A
A-153 AMSA/VMS - REFLECTED CEILING PLAN - AREA B
A-161 TRAINING BUILDING - ROOF PLAN
A-171 ORGANIZATIONAL STORAGE - ROOF PLAN
A-172 ORGANIZATIONAL STORAGE - ROOF PLAN - OPTION E
A-181 AMSA/VMS - ROOF PLAN
A-201 TRAINING BUILDING - EXTERIOR ELEVATIONS - OVERALL
A-202 TRAINING BUILDING - EXTERIOR ELEVATIONS
SHEET INDEX - VOLUME 1
NO. DESCRIPTION
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
G-003 SHEET INDEX
G-004 ABBREVIATIONS AND SYMBOLS
G-010 CODE REVIEW SUMMARY - FOR REFERENCE ONLY
G-011 CODE REVIEW SUMMARY - FOR REFERENCE ONLY
G-101 TRAINING BUILDING - FIRE PROTECTION / LIFE SAFETY PLAN - OVERALL
G-102 TRAINING BUILDING - FIRE PROTECTION / LIFE SAFETY PLAN
G-103 TRAINING BUILDING - FIRE PROTECTION / LIFE SAFETY PLAN
G-111 ORGANIZATIONAL STORAGE - FIRE PROTECTION/LIFE SAFETY PLAN
G-112 ORGANIZATIONAL STORAGE - FIRE PROTECTION/LIFE SAFETY PLAN - WITH OPTION E
G-121 AMSA/VMS - FIRE PROTECTION/LIFE SAFETY PLAN
G-131 CODE COMPLIANCE SITE PLAN
G-200 SITE - PHASING PLAN
G-201 TRAINING BUILDING - PHASING PLAN - DEMOLITION
G-202 TRAINING BUILDING - PHASING PLAN
GR100 EXISTING SITE AERIAL PHOTO
GC101 EROSION CONTROL PLAN
GC102 EROSION CONTROL PLAN
GC103 EROSION CONTROL PLAN
GC501 EROSION CONTROL DETAILS
GC502 EROSION CONTROL DETAILS
SURVEY
V-001 BOUNDARY AND TOPOGRAPHIC SURVEY
V-002 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY
V-003 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY
V-004 BOUNDARY AND TOPOGRAPHIC SURVEY
V-005 BOUNDARY AND TOPOGRAPHIC SURVEY
V-006 BOUNDARY AND TOPOGRAPHIC SURVEY
GEOTECHNICAL
B101 BORING LOCATIONS
B102 BORING LOGS
B103 BORING LOGS
B104 BORING LOGS
B105 BORING LOGS
B106 TEST BORING FENCE RECORD
CIVIL
CD101 SITE DEMOLITION PLAN
CD102 SITE DEMOLITION PLAN
CD103 SITE DEMOLITION PLAN
CD105 ENTRANCE DEMOLITION PLAN
CD106 MISCELLANEOUS DEMOLITION AS-BUILTS
CD107 SITE DEMOLITION PLAN PICTURES
CD108 SITE DEMOLITION PLAN AS BUILTS
CS100 OVERALL SITE PLAN LAYOUT
CS101 SITE PLAN
CS102 SITE PLAN
CS103 SITE PLAN
CS104 SITE PLAN
CS105 SITE PLAN
CS301 HORIZONTAL CONTROL PLAN - AREA 'A'
CS302 HORIZONTAL CONTROL PLAN - AREA 'B'
CS303 HORIZONTAL CONTROL PLAN - AREA 'C'
CS501 SITE DETAILS
CS502 SITE DETAILS
CS503 SITE DETAILS
CS504 SITE DETAILS
CS505 SITE DETAILS
CS506 SITE DETAILS
CS507 SITE DETAILS
CS508 SITE DETAILS
CG101 SITE GRADING AND DRAINAGE PLAN - AREA 'A'
CG102 SITE GRADING AND DRAINAGE PLAN - AREA 'B'
CG103 SITE GRADING AND DRAINAGE PLAN - AREA 'C'
CG201A STORM SEWER PROFILES
CG201B STORM SEWER PROFILES
CG201C STORM SEWER PROFILES
CG201D STORM SEWER PROFILES
CG501 GRADING AND DRAINAGE DETAILS
CG502 GRADING AND DRAINAGE DETAILS
CP101 SITE PAVING PLAN
CP105 ENTRANCE PAVING PLAN
CP501 SITE PAVING DETAILS
CP502 PAVING DETAILS
CP503 PAVING DETAILS
CP504 PAVING DETAILS
CP505 PAVING DETAILS
CU101 SITE UTILITY PLAN - AREA 'A'
CU102 SITE UTILITY PLAN - AREA 'B'
CU103 SITE UTILITY PLAN - AREA 'C'
CU104 PERMIT MATRIX
CU201 SANITARY SEWER PROFILES
CU202 SANITARY SEWER PROFILES
CU501 UTILITY DETAILS
CU502 UTILITY DETAILS
CU503 UTILITY DETAILS
CU800 COVER SHEET, LOCATION MAP & DRAWING LIST
CU801 NOTES
CU802 SITE DEMOLITION PLAN - AREA 'D'
CU803 SITE PAVING PLAN
CU810 SITE UTILITY PLAN - OVERALL
CU820 SITE UTILITY PLAN - AREA 'D'
CU821 SITE UTILITY PLAN - AREA 'D'
CU822 SITE UTILITY PLAN - AREA 'D'
CU830 DETAILS
CU831 NOT USED - SHEET OMITTED - AMENDMENT 0007
CU832 NOT USED - SHEET OMITTED - AMENDMENT 0007
CU833 NOT USED - SHEET OMITTED - AMENDMENT 0007
CU834 NOT USED - SHEET OMITTED - AMENDMENT 0007
LANDSCAPE
L-001 LANDSCAPE NOTES AND SYMBOLS
L-101 OVERALL LANDSCAPE PLAN
L-102 LANDSCAPE PLAN - AREA A
L-103 LANDSCAPE PLAN - AREA B
L-104 ENLARGED LANDSCAPE PLAN B
L-105 LANDSCAPE PLAN - AREA C
L-106 LANDSCAPE PLAN - AREA D
L-107 LANDSCAPE PLAN - AREA E
L-108 LANDSCAPE PLAN - AREA F
L-109 LANDSCAPE PLAN - AREA D - OPTION 'E'
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O7 O6.2 O5.5 O4.5 O3.5 O2.5 O1.8O91011
5' - 9" 2' - 8"
6" DIA PVC PIPE
THROUGH ROOF
SEE FLOOR PLANS FOR
PARTITION TYPE
PIPE SLEEVE
(OPTIONAL)
CONCRETE SLAB
4" POURED CONCRETE BASE
CAPILLARY WATER BARRIER -
REFER TO S-100
VB-1, LAP AND TAPE TO PERIMETER OF
METAL DECK
8" 4' - 0" SQUARE 8"1
(8) #4 x 8'-0" @ 12" OC EACH
WAY CENTERED OVER PIT
1 1/2" x 18 GA TYPE B GALVANIZED METAL
DECK. PROVIDE SEALANT AT DECK LAP
JOINTS. TACK WELD TO FRAME, (2) EA SIDE
GALV. FRAME, L2x2x1/4 CONT TOP AND BOTTOM WITH L2x2x1/4 VERT AT EACH
CORNER AND EXPANDED METAL MESH
WELDED TO ANGLES ALL FOUR SIDES.
ANCHOR TO CONCRETE BASE WITH 1/2"
EXPANSION BOLT AT EACH CORNER.
CAPILLARY WATER BARRIER TO
CONTINUE UNDER THICKENED SLAB
TO PROVIDE CONTINUITY OF RADON
EXTRACTION
FOR THICKENED SLAB INFORMATION,
REFER TO STRUCT
SEE FOR TYP NOTES/5 A-110
3" NOM DIA PVC PIPE @ 4'-0"
OC, TYP
ARMS VAULT
138 SEE FOR TYP NOTES/5 A-110
CONCRETE OR CMU WALL,
SEE WALL SECTIONS FOR
WALL CONSTRUCTION
SLAB ON GRADE
3" NOM DIA PVC PIPE @ 4'-0"
OC, TYP
VB-1
CAPILLARY WATER BARRIER
6" DIA PVC PIPE THROUGH ROOF,
SEE GENERAL NOTES ON THIS
SHEET
4' - 0"
RADON PIT,
SEE 3/A-100
PROJECT
NORTH
TRUE
NORTH
US Army Corps of Engineers ®
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I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DATE SIGNED
LICENSE NUMBER
NAME
CERTIFICATION
KEY PLAN - ORGANIZATIONAL
STORAGE BUILDING
BOPT E
A
A-110
O R
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E C
E N
T E
R A
N D
A M
S A
C A
R -7
F Y
11902
26 APRIL 2024
David C. Norback
1/16" = 1'-0"A-110
ORGANIZATIONAL STORAGE BUILDING - UNDERSLAB RADON PLAN1
1/2" = 1'-0"A-110
RADON EXTRACTION PIT SECTION2
1/2" = 1'-0"A-110
SECTION AT THICKENED SLAB3
1/2" = 1'-0"A-110
SECTION AT ARMS VAULT4
1/2" = 1'-0"A-110
SECTION AT FOUNDATION WALL5
1/2" = 1'-0"A-110
RADON EXTRACTION PIT PLAN6
KEYNOTE - UNDERFLOOR RADON
KEYNOTE DESCRIPTION
1 UNDERFLOOR RADON COLLECTION SUMP PIT WITH VENT
THROUGH ROOF - SEE 6/A-110
2 THROUGH WALL PIPE PENETRATION AT FOUNDATION WALL TO
PROVIDE CONTINUITY OF UNDER SLAB CAPILLARY WATER
BARRIER - SEE 5/A-110
3 THROUGH WALL PIPE PENETRATION AT ARMS VAULT FOUNDATION
WALL TO PROVIDE CONTINUITY OF UNDER SLAB CAPILLARY
WATER BARRIER - SEE 4/A-110
4 VENT AND PIPE LOCATION
GENERAL NOTES -
UNDERSLAB RADON PLAN
A. REFER TO STRUCTURAL DETAIL 1/S-505 FOR SLAB AND CAPILLARY WATER
BARRIER INFORMATION
B. VERTICAL VENT PIPING TO BE LABELED EVERY 10 FEET: "RADON VENT SYSTEM -
MAY CONTAIN HAZARDOUS LEVELS OF RADON"
C. AT THE RADON PIPE ROOF PENETRATION, ATTACH A LABEL READING: "SOIL GAS
VENT STACK. MAY CONTAIN HAZARDOUS LEVELS OF RADON. DO NOT PLACE AIR
INTAKE WITHIN 25 FEET.
D. PENETRATIONS OF THE SLAB TO BE SEALED. TO SEAL SLAB PENETRATION, TAPE
VAPOR BARRIER TO VERTICAL VENT PIPE AND SEAL ALL AROUND THE RADON VENT
PIPE AT TOP OF CONCRETE SLAB
0 8' 16' 32'
0 1' 2' 4'
0 1' 2' 4' 0 1' 2' 4'
0 1' 2' 4'
0 1' 2' 4'
A
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11 JULY 2024
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A1
AF
AE
AD
AC.8
AC
AB
AA.2
AA
A7 A5 A4 A3 A2A6
" 2
4' - 0"
5' - 8"
TYP
PROJECT
NORTH
TRUE
NORTH
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
E
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D R
A W
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3 5 7 9 11 13 15 17 19
L
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2 4 6 8 10 12 14 16 18 20
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M a rs h a ll
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-1
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P A r c h it e c t s
L td
P N
P
F Y
.6
.7
.6
.7 f a x rs p a rc h .c o m
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DATE SIGNED
LICENSE NUMBER
NAME
CERTIFICATION
KEY PLAN - AMSA/VMS
A
B
A-120
A M
S A
/V M
S
U N
D E
R S
L A
B R
A D
O N
P L A
N
P E
R R
IN
E
F
L O
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ID
A L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
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L E
K
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T G
R U
N D
T N
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N C
H R
IS
T
IA
N
S O
N
D N
O R
B A
C K
C B
R O
S S
M A
N
F
E B
R U
A R
Y
C E
R T
IF
IE
D F
IN
A
L
A R
M Y
R E
S E
R V
E C
E N
T E
R A
N D
A M
S A
C A
R -7
F Y
11902
26 APRIL 2024
David C. Norback1/16" = 1'-0"A-120
AMSA/VMS - UNDERSLAB RADON PLAN1
KEYNOTE - UNDERFLOOR RADON
KEYNOTE DESCRIPTION
1 UNDERFLOOR RADON COLLECTION SUMP PIT WITH VENT
THROUGH ROOF - SEE 6/A-110
2 THROUGH WALL PIPE PENETRATION AT FOUNDATION WALL TO
PROVIDE CONTINUITY OF UNDER SLAB CAPILLARY WATER
BARRIER - SEE 5/A-110
3 THROUGH WALL PIPE PENETRATION AT ARMS VAULT FOUNDATION
WALL TO PROVIDE CONTINUITY OF UNDER SLAB CAPILLARY
WATER BARRIER - SEE 4/A-110
4 VENT AND PIPE LOCATION
GENERAL NOTES -
UNDERSLAB RADON PLAN
A. REFER TO STRUCTURAL DETAIL 1/S-505 FOR SLAB AND CAPILLARY WATER
BARRIER INFORMATION
B. VERTICAL VENT PIPING TO BE LABELED EVERY 10 FEET: "RADON VENT SYSTEM -
MAY CONTAIN HAZARDOUS LEVELS OF RADON"
C. AT THE RADON PIPE ROOF PENETRATION, ATTACH A LABEL READING: "SOIL GAS
VENT STACK. MAY CONTAIN HAZARDOUS LEVELS OF RADON. DO NOT PLACE AIR
INTAKE WITHIN 25 FEET.
D. PENETRATIONS OF THE SLAB TO BE SEALED. TO SEAL SLAB PENETRATION, TAPE
VAPOR BARRIER TO VERTICAL VENT PIPE AND SEAL ALL AROUND THE RADON VENT
PIPE AT TOP OF CONCRETE SLAB
0 8' 16' 32'
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
/1
/2
1 1
11 JULY 2024
W
2Q R
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_P la ns -0
A-211
A-211
A-211
A-211
A-311
A-311
A-311
A-311
O8
2" / 12" 2" / 12"
O5 O3 O1
OA
OB
OC
OD
OE
OF
OM
OK
OJ
OL
OH
OG
O7 O6.2 O5.5 O4.5 O3.5 O2.5 O1.8
R
ID
G E
RIDGE
PROJECT
NORTH
TRUE
NORTH
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
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3 5 7 9 11 13 15 17 19
L
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M A
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D E
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2 4 6 8 10 12 14 16 18 20
P
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M a rs h a ll
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-1
R S
P A r c h it e c t s
L td
P N
P
F Y
.6
.7
.6
.7 f a x rs p a rc h .c o m
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DATE SIGNED
LICENSE NUMBER
NAME
CERTIFICATION
KEY PLAN - ORGANIZATIONAL
STORAGE BUILDING
BOPT E
A
A-171
O R
G A
N
IZ
A T
IO
N
A L S
T O
R A
G E
R
O O
F P
L A
N
P E
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IN
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A L O
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IS
V
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T R
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L E
K
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T G
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N C
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IS
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IA
N
S O
N
D N
O R
B A
C K
C B
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S S
M A
N
F
E B
R U
A R
Y
C E
R T
IF
IE
D F
IN
A
L
A R
M Y
R E
S E
R V
E C
E N
T E
R A
N D
A M
S A
C A
R -7
F Y
11902
26 APRIL 2024
David C. Norback
1/16" = 1'-0"A-171
ORGANIZATIONAL STORAGE - ROOF PLAN1
KEYNOTES - ROOF PLAN
NO. DESCRIPTION
1 MOD BIT ROOF OVER RIGID INSUL, OVER SLOPED STRUCTURE.
SEE 1/A-502
2 EXISTING ROOF CURB. REF MECH. FOR EQUIPMENT REMOVAL,
SEE 7/A503
3 PROVIDE EXISTING SKYLIGHT CURB, SEE 7/A503
4 30" X 72" ROOF HATCH AT EXIST ROOF, SEE 5/501, SEE STRUC
FOR SUPPORT FRAME
5 ESS-1, SEE 1/A-132 & 2/A -153
6 ROOF LADDER FROM LOW TO HIGH ROOF, SEE 2/A530
7 EXIST ROOF DRAIN
9 PATCH EXIST METAL DECK AT EXIST OPNG (SEE STRUCT), AND
PROVIDE IN-FILL ROOFING ASSEMBLY TO MATCH EXIST ROOF
ASSEMBLY.
10 30" X 72" ROOF HATCH, SEE 6/502, SEE STRUC FOR SUPPORT
FRAME
11 EXHAUST FAN, SEE 2/A501
12 METAL CANOPY, SEE ELEVATIONS
13 WALKWAY PAD
14 TAPERED INSUL/CRICKET, ROOF SADDLE: 1"/FT BACKSLOPE,
FOR SURFACE SLOPE OF 1/2" /FT MIN
15 SCUPPER & DOWNSPOUT, SEE 1,2,4, & 6/A503
16 GRAVITY VENTILATOR, SEE 2/A501 (AT PEMB SSMR - CRICKET,
CURB, AND FLASHING PER MFR)
17 MAKE-UP AIR UNIT, SEE 2/A501 FOR CURBING AND 4/A501 FOR
CONDUIT AND PIPE FLASHING. SEE MECHANICAL
18 VENT PIPE, SEE 1/A501 (AT PEMB SSMR - FLASHING PER MFR)
19 EXIST MOD-BIT HIGH ROOF AT EXIST TOWER
20 EXIST SSMR; TRAPEZOIDAL RIB WITH MECHANICALLY SEAMED
SEAMS AND CONCEALED FASTENERS AND CLIPS. REFER TO
PHOTOS ON SHEET A-202
21 EXIST STEEL PARAPET LADDER. REFINISH WITH PNT-1
22 EXHAUST FAN ON EXISTING 30" X 30" CURB, SEE MECHANICAL
23 ROOF ACCESS LADDER, SEE 1/A531
24 CONDENSER UNIT, SEE 7/A502 FOR CURBING AND 4/A501 FOR
CONDUIT AND PIPE FLASHING. SEE MECHANICAL
25 EXISTING SCUPPER
26 GUARDRAIL, SEE 6/A501
27 EXHAUST FAN ON NEW 19" x 19" CURB, SEE 2/A501
28 EXHAUST FAN ON EXISTING 20" x 20" CURB, SEE MECH
30 MAKE-UP AIR UNIT ON EXISTING 78"x 35" CURB, SEE MECH
31 ROOFTOP FAN ON EXISTING 32"x 32" CURB, SEE MECH
32 ROOFTOP FAN ON EXISTING 24"x 24" CURB, SEE MECH
33 RADON PIPE AT PEMB SSMR, SEE A-110
34 MECHANICAL UNIT, SEE 3/A502 FOR CURBING AND 5/A502 FOR
CONDUIT AND PIPE FLASHING. SEE MECHANICAL
35 CONDENSING UNIT, SEE 4/A502 FOR CURBING AND 5/A502 FOR
CONDUIT AND PIPE FLASHING. SEE MECHANICAL
36 GRAVITY VENTILATOR, SEE 3/A502
37 EXHAUST FAN, SEE 3/A502
38 VENT PIPE, SEE 5/A502
39 ROOFTOP DUCTWORK, MOUNTING PER DUCT MFR, FLASH SIM
TO 1/A-501. SEE MECH.
40 EXISTING ROOF CAP CURB
41 PROVIDE 1" INSULATION AT SCUPPER. PROVIDE SLOPED
INSULATION AT 1/2" PER FT. PROVIDE CRICKETS AT SCUPPER.
42 RADON PIPE, SEE 2/A-502 AND A-120
GENERAL NOTES - ROOF PLAN
A. ROOF SYSTEM: PEMB STANDING SEAM ROOF PANEL WITH BATT
INSULATION WITH WEATHER BARRIER ON PEMB GIRTS.
B. FOR ROOF WIND UPLIFT DESIGN REQUIREMENTS, SEE STRUCTURAL
C. FOR ALL DECK BEARING ELEVATIONS, SEE STRUCTURAL
D. FOR DOWNSPOUT LOCATIONS, SEE EXTERIOR ELEVATIONS
E. COORDINATE THE LOCATION OF ALL MECHANICAL AND PLUMBING
ITEMS WITH MECHANICAL AND PLUMBING SHEETS
0 8' 16' 32'
A
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N D
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N T
/2
/2
A
M E
N D
M E
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/1
/2
11 JULY 2024
W
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_P la ns -0
A-311
O8O14 O13 O12
A-215
A-212
OM
OK
OJ
OL
OH
OG
O7
SIM
RIDGE
O91011
A-215
PROJECT
NORTH
TRUE
NORTH
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
S
IG
N E
D B
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S U
B M
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S
IZ
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C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
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C
A
D A
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M A
R K
D E
S C
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2 4 6 8 10 12 14 16 18 20
P
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M a rs h a ll
S t
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M in n e a p o lis
-1
R S
P A r c h it e c t s
L td
P N
P
F Y
.6
.7
.6
.7 f a x rs p a rc h .c o m
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DATE SIGNED
LICENSE NUMBER
NAME
CERTIFICATION
KEY PLAN - ORGANIZATIONAL
STORAGE BUILDING
BOPT E
A
A-172
O R
G A
N
IZ
A T
IO
N
A L S
T O
R A
G E
R
O O
F P
L A
N
O P
T
IO
N E
P E
R R
IN
E
F
L O
R
ID
A L O
U
IS
V
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L E
D
IS
T R
IC
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L O
U
IS
V
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L E
K
Y
T G
R U
N D
T N
E R
N C
H R
IS
T
IA
N
S O
N
D N
O R
B A
C K
C B
R O
S S
M A
N
F
E B
R U
A R
Y
C E
R T
IF
IE
D F
IN
A
L
A R
M Y
R E
S E
R V
E C
E N
T E
R A
N D
A M
S A
C A
R -7
F Y
11902
26 APRIL 2024
David C. Norback
1/16" = 1'-0"A-172
ORGANIZATIONAL STORAGE - ROOF PLAN - OPTION E1
KEYNOTES - ROOF PLAN
NO. DESCRIPTION
1 MOD BIT ROOF OVER RIGID INSUL, OVER SLOPED STRUCTURE.
SEE 1/A-502
2 EXISTING ROOF CURB. REF MECH. FOR EQUIPMENT REMOVAL,
SEE 7/A503
3 PROVIDE EXISTING SKYLIGHT CURB, SEE 7/A503
4 30" X 72" ROOF HATCH AT EXIST ROOF, SEE 5/501, SEE STRUC
FOR SUPPORT FRAME
5 ESS-1, SEE 1/A-132 & 2/A -153
6 ROOF LADDER FROM LOW TO HIGH ROOF, SEE 2/A530
7 EXIST ROOF DRAIN
9 PATCH EXIST METAL DECK AT EXIST OPNG (SEE STRUCT), AND
PROVIDE IN-FILL ROOFING ASSEMBLY TO MATCH EXIST ROOF
ASSEMBLY.
10 30" X 72" ROOF HATCH, SEE 6/502, SEE STRUC FOR SUPPORT
FRAME
11 EXHAUST FAN, SEE 2/A501
12 METAL CANOPY, SEE ELEVATIONS
13 WALKWAY PAD
14 TAPERED INSUL/CRICKET, ROOF SADDLE: 1"/FT BACKSLOPE,
FOR SURFACE SLOPE OF 1/2" /FT MIN
15 SCUPPER & DOWNSPOUT, SEE 1,2,4, & 6/A503
16 GRAVITY VENTILATOR, SEE 2/A501 (AT PEMB SSMR - CRICKET,
CURB, AND FLASHING PER MFR)
17 MAKE-UP AIR UNIT, SEE 2/A501 FOR CURBING AND 4/A501 FOR
CONDUIT AND PIPE FLASHING. SEE MECHANICAL
18 VENT PIPE, SEE 1/A501 (AT PEMB SSMR - FLASHING PER MFR)
19 EXIST MOD-BIT HIGH ROOF AT EXIST TOWER
20 EXIST SSMR; TRAPEZOIDAL RIB WITH MECHANICALLY SEAMED
SEAMS AND CONCEALED FASTENERS AND CLIPS. REFER TO
PHOTOS ON SHEET A-202
21 EXIST STEEL PARAPET LADDER. REFINISH WITH PNT-1
22 EXHAUST FAN ON EXISTING 30" X 30" CURB, SEE MECHANICAL
23 ROOF ACCESS LADDER, SEE 1/A531
24 CONDENSER UNIT, SEE 7/A502 FOR CURBING AND 4/A501 FOR
CONDUIT AND PIPE FLASHING. SEE MECHANICAL
25 EXISTING SCUPPER
26 GUARDRAIL, SEE 6/A501
27 EXHAUST FAN ON NEW 19" x 19" CURB, SEE 2/A501
28 EXHAUST FAN ON EXISTING 20" x 20" CURB, SEE MECH
30 MAKE-UP AIR UNIT ON EXISTING 78"x 35" CURB, SEE MECH
31 ROOFTOP FAN ON EXISTING 32"x 32" CURB, SEE MECH
32 ROOFTOP FAN ON EXISTING 24"x 24" CURB, SEE MECH
33 RADON PIPE AT PEMB SSMR, SEE A-110
34 MECHANICAL UNIT, SEE 3/A502 FOR CURBING AND 5/A502 FOR
CONDUIT AND PIPE FLASHING. SEE MECHANICAL
35 CONDENSING UNIT, SEE 4/A502 FOR CURBING AND 5/A502 FOR
CONDUIT AND PIPE FLASHING. SEE MECHANICAL
36 GRAVITY VENTILATOR, SEE 3/A502
37 EXHAUST FAN, SEE 3/A502
38 VENT PIPE, SEE 5/A502
39 ROOFTOP DUCTWORK, MOUNTING PER DUCT MFR, FLASH SIM
TO 1/A-501. SEE MECH.
40 EXISTING ROOF CAP CURB
41 PROVIDE 1" INSULATION AT SCUPPER. PROVIDE SLOPED
INSULATION AT 1/2" PER FT. PROVIDE CRICKETS AT SCUPPER.
42 RADON PIPE, SEE 2/A-502 AND A-120
GENERAL NOTES - ROOF PLAN
A. ROOF SYSTEM: PEMB STANDING SEAM ROOF PANEL WITH BATT
INSULATION WITH WEATHER BARRIER ON PEMB GIRTS.
B. FOR ROOF WIND UPLIFT DESIGN REQUIREMENTS, SEE STRUCTURAL
C. FOR ALL DECK BEARING ELEVATIONS, SEE STRUCTURAL
D. FOR DOWNSPOUT LOCATIONS, SEE EXTERIOR ELEVATIONS
E. COORDINATE THE LOCATION OF ALL MECHANICAL AND PLUMBING
ITEMS WITH MECHANICAL AND PLUMBING SHEETS
0 8' 16' 32'
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
/1
/2
11 JULY 2024
W
2Q R
R
_P la ns -0
A-222
A-221
A-222
A-221
A-321
A-321
A-321
A-324
A1
AF
AE
AD
AC.8
AC
AB
AA.2
AA
A7 A5 A4 A3
/8
1/2" / 12"
/4
11' - 3 1/2" 42' - 5" 50' - 7"
1/2" / 12"
TYP
TYP
TYP
TYP
TYP
TYP
TYP
A2A6
38 38
38 38
1/2" / 12"
A-505
DN
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
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D B
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S U
B M
IT
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S
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C H
E C
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D B
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S I D
IS
S
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D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
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IO
N N
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3 5 7 9 11 13 15 17 19
L
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C
A
D A
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M A
R K
D E
S C
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N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
M a rs h a ll
S t
N E
M in n e a p o lis
-1
R S
P A r c h it e c t s
L td
P N
P
F Y
.6
.7
.6
.7 f a x rs p a rc h .c o m
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DATE SIGNED
LICENSE NUMBER
NAME
CERTIFICATION
A-181
A M
S A
/V M
S
R O
O F
P L A
N
P E
R R
IN
E
F
L O
R
ID
A L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
Y
T G
R U
N D
T N
E R
N C
H R
IS
T
IA
N
S O
N
D N
O R
B A
C K
C B
R O
S S
M A
N
F
E B
R U
A R
Y
C E
R T
IF
IE
D F
IN
A
L
A R
M Y
R E
S E
R V
E C
E N
T E
R A
N D
A M
S A
C A
R -7
F Y
11902
26 APRIL 2024
David C. Norback
GENERAL NOTES - ROOF PLAN
A. ROOF SYSTEM: MODIFIED BITUMEN W/ R-20 RIGID INSUL OVER
VAPOR RETARDER AND ROOF BOARD OVER METAL DECK
B. TAPERED BOARD ROOF INSULATION TO SLOPE AT 1" PER FOOT
TO PROVIDE A FINISHED SURFACE SLOPE OF 1/2" PER FOOT UNO
C. PROVIDE TAPERED BOARD CRICKET INSULATION AT ALL ROOF
TOP MECH UNITS AND ROOF PENETRATIONS AS REQUIRED TO
MAINTAIN POSITIVE ROOF SLOPE
D. FOR ROOF WIND UPLIFT DESIGN REQUIREMENTS, SEE
STRUCTURAL
E. FOR ALL DECK BEARING ELEVATIONS, SEE STRUCTURAL
F. FOR SCUPPER LOCATIONS, SEE EXTERIOR ELEVATIONS
G. COORDINATE THE LOCATION OF ALL MECHANICAL AND
PLUMBING ITEMS WITH MECHANICAL AND PLUMBING SHEETS
KEYNOTES - ROOF PLAN
NO. DESCRIPTION
1 MOD BIT ROOF OVER RIGID INSUL, OVER SLOPED STRUCTURE.
SEE 1/A-502
2 EXISTING ROOF CURB. REF MECH. FOR EQUIPMENT REMOVAL,
SEE 7/A503
3 PROVIDE EXISTING SKYLIGHT CURB, SEE 7/A503
4 30" X 72" ROOF HATCH AT EXIST ROOF, SEE 5/501, SEE STRUC
FOR SUPPORT FRAME
5 ESS-1, SEE 1/A-132 & 2/A -153
6 ROOF LADDER FROM LOW TO HIGH ROOF, SEE 2/A530
7 EXIST ROOF DRAIN
9 PATCH EXIST METAL DECK AT EXIST OPNG (SEE STRUCT), AND
PROVIDE IN-FILL ROOFING ASSEMBLY TO MATCH EXIST ROOF
ASSEMBLY.
10 30" X 72" ROOF HATCH, SEE 6/502, SEE STRUC FOR SUPPORT
FRAME
11 EXHAUST FAN, SEE 2/A501
12 METAL CANOPY, SEE ELEVATIONS
13 WALKWAY PAD
14 TAPERED INSUL/CRICKET, ROOF SADDLE: 1"/FT BACKSLOPE,
FOR SURFACE SLOPE OF 1/2" /FT MIN
15 SCUPPER & DOWNSPOUT, SEE 1,2,4, & 6/A503
16 GRAVITY VENTILATOR, SEE 2/A501 (AT PEMB SSMR - CRICKET,
CURB, AND FLASHING PER MFR)
17 MAKE-UP AIR UNIT, SEE 2/A501 FOR CURBING AND 4/A501 FOR
CONDUIT AND PIPE FLASHING. SEE MECHANICAL
18 VENT PIPE, SEE 1/A501 (AT PEMB SSMR - FLASHING PER MFR)
19 EXIST MOD-BIT HIGH ROOF AT EXIST TOWER
20 EXIST SSMR; TRAPEZOIDAL RIB WITH MECHANICALLY SEAMED
SEAMS AND CONCEALED FASTENERS AND CLIPS. REFER TO
PHOTOS ON SHEET A-202
21 EXIST STEEL PARAPET LADDER. REFINISH WITH PNT-1
22 EXHAUST FAN ON EXISTING 30" X 30" CURB, SEE MECHANICAL
23 ROOF ACCESS LADDER, SEE 1/A531
24 CONDENSER UNIT, SEE 7/A502 FOR CURBING AND 4/A501 FOR
CONDUIT AND PIPE FLASHING. SEE MECHANICAL
25 EXISTING SCUPPER
26 GUARDRAIL, SEE 6/A501
27 EXHAUST FAN ON NEW 19" x 19" CURB, SEE 2/A501
28 EXHAUST FAN ON EXISTING 20" x 20" CURB, SEE MECH
30 MAKE-UP AIR UNIT ON EXISTING 78"x 35" CURB, SEE MECH
31 ROOFTOP FAN ON EXISTING 32"x 32" CURB, SEE MECH
32 ROOFTOP FAN ON EXISTING 24"x 24" CURB, SEE MECH
33 RADON PIPE AT PEMB SSMR, SEE A-110
34 MECHANICAL UNIT, SEE 3/A502 FOR CURBING AND 5/A502 FOR
CONDUIT AND PIPE FLASHING. SEE MECHANICAL
35 CONDENSING UNIT, SEE 4/A502 FOR CURBING AND 5/A502 FOR
CONDUIT AND PIPE FLASHING. SEE MECHANICAL
36 GRAVITY VENTILATOR, SEE 3/A502
37 EXHAUST FAN, SEE 3/A502
38 VENT PIPE, SEE 5/A502
39 ROOFTOP DUCTWORK, MOUNTING PER DUCT MFR, FLASH SIM
TO 1/A-501. SEE MECH.
40 EXISTING ROOF CAP CURB
41 PROVIDE 1" INSULATION AT SCUPPER. PROVIDE SLOPED
INSULATION AT 1/2" PER FT. PROVIDE CRICKETS AT SCUPPER.
42 RADON PIPE, SEE 2/A-502 AND A-120
1/16" = 1'-0"A-181
AMSA/VMS - ROOF PLAN1
0 8' 16' 32'
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11 JULY 2024
W
2Q R
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_P la ns -0
WORK BAYS T/O MASONRY
138' - 0"
MWP INSIDE
CLOSURE (SEAL AND
SECURE)
5/8" FIRE RETARDANT TREATED PLYWOOD
5/8" FIRE RETARDANT TREATED PLYWOOD
2X 6 RIPPED FIRE RETARDANT TREATED
WOOD BLOCKING FOR SLOPE
2X8 FIRE RETARDANT TREATED WOOD BLOCKING
WB-1 (AIR BARRIER
SM-1 PREFINISHED METAL CAP
WITH KEEPER STRIP AT FRONT
2X8 FIRE RETARDANT
TREATED WOOD BLOCKING
CONTINUOUS CLEAT WITH
1" MINIMUM LEG
MWP-1
GASKETED FASTENER
MIN. 5/8" ROOF
COVERBOARD
2" RIGID INSULATION
CANT
BACKER
MOD BIT ROOF
SYSTEM - SEE
COUNTERFLASHING
BASE FLASHING
MEMBRANE OVER
COUNTERFLASHING
O V
E R
L A
P
MEMBRANE FLASHING TO
OVERLAP WB-1
5/8 GWB SHEATHING
/1 A-502
SM-1 PREFINISHED
METAL FLASHING
METAL PANEL CLOSURE
WB-1 OVER METAL
FLASHING
METAL PANEL AND
FLASHING FASTENED
TO WALL
FIRE RETARDANT 2x6, RIPPED TO MATCH
INSULATION THICKNESS
ABOVE, SECURE TO CMU
LOW WALL T/O MASONRY
118' - 0"
112' - 0"
CANT
BACKER
MOD BIT ROOF
SYSTEM - SEE
5/8" FIRE RETARDANT TREATED PLYWOOD
5/8" FIRE RETARDANT TREATED PLYWOOD
2X 6 RIPPED FIRE RETARDANT TREATED
WOOD BLOCKING FOR SLOPE
2X8 FIRE RETARDANT TREATED WOOD BLOCKING
WB-1 (AIR BARRIER)
SM-1 PREFINISHED METAL CAP
WITH KEEPER STRIP AT FRONT
CONTINUOUS CLEAT WITH
1" MINIMUM LEG
VENEER TIES AND HORIZ.
REINFORCING
HEAD JOINT WEEP
VENTILATORS AT 2'-0" O.C.
2X8 FIRE RETARDANT
TREATED WOOD BLOCKING
GASKETED FASTENER
MIN. 5/8" ROOF
COVERBOARD
2" RIGID INSULATION
COUNTERFLASHING
BASE FLASHING
MEMBRANE OVER
COUNTERFLASHING
O V
E R
L A
P
MEMBRANE FLASHING TO
OVERLAP WB-1
/1 A-502
1" RIGID INSUL TO
MATCH WALL PANEL
CONDITION ABOVE
SEE 1 AND 2/A-505 FOR
WALL COMPONENTS
A-505
BASE MEMBRANE FLASHING TO LAP
UP AND UNDER METAL PANELS
SHEET METAL COPING SLOPED TO
DRAIN (ROOFING SIDE)
SLOPE
BACK OF METAL FLASHING
AT BACK OF METAL PANEL
METAL COPING PANEL TO GO UP
AND BEHIND METAL PANEL ABOVE
J TRIM AT ADJACENT
WALL PANEL
US Army Corps of Engineers ®
SHEET ID
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I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DATE SIGNED
LICENSE NUMBER
NAME
CERTIFICATION
A-505
E X
T E
R
IO
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A
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W A
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D N
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B A
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C B
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M A
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F
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C E
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11902
26 APRIL 2024
David C. Norback
3" = 1'-0"A-505
AMSA/VMS - HIGH WALL PARAPET1
3" = 1'-0"A-505
AMSA/VMS - HIGH WALL/LOW ROOF DETAIL3
3" = 1'-0"A-505
AMSA/VMS - LOW WALL PARAPET4
1 1/2" = 1'-0"A-505
AMSA/VMS - FLASHING DETAIL AT HIGH-LOW WALL2
0 2" 4" 8"1"0 2" 4" 8"1"0 3" 6" 12" 18"
0 2" 4" 8"1"
A
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1 1
11 JULY 2024
W
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ASSEMBLY HALL PARAPET
125' - 0"
END OF SM TO BE 1" MIN DOWNSLOPE FROM EXISTING LOCATION,
SO Z-CLOUSRE FLASHING IS DOWNSLOPE FROM EXIST
PENETRATIONS
MWP INSIDE CLOSURE
SM-3 FLASHING, 4"H MIN REAR
LEG SLOPE HORIZONTAL LEG
FOR DRAINAGE
EXISTING SM CAP FLASHING
EXISTING BLOCKING
SEALANT AT TOP OF WB-1 FLASHING
MEMBRANE
SM-3 FLASHING W/ KEEPER AT BOTTOM
FRONT AND COLOR MATCHING
GASKETED FASTENER AT TOP
/2
FIRE RETARDANT TREATED WOOD
BLOCKING, RIP TO MATCH MWP
THICKNESS
WB-1 FLASHING MEMBRANE, UP AND
OVER BLOCKING
FIRE RETARDANT TREATED 2x8 WOOD
BLOCKING, RIP TO MATCH INSULATION
THICKNESS BELOW, SECURE TO CMU
1"T MIN (R-5 MIN) W/ HORIZONTAL Z
FURRING 16" OC MAX
5/8" GYP SHEATHING
WB-1
MWP-3
EXISTING ROOF
WHERE OCCURS
(2) FIRE RETARDANT TREATED 2x6 WOOD
BLOCKING, RIP TO MATCH INSULATION
THICKNESS ABOVE, SECURE TO CMU
WB-1 FLASHING MEMBRANE
SEALANT
SM-1 SURFACE MOUNTED, ONE
PIECE COUNTERFLASHING
WB-1 FLASHING MEMBRANE, LAP
ONTO EXIST METAL ROOF
SM-1 FLASHING,
22GA MIN
15" +/-
1 1/2"SM-1 Z-CLOSURE
FLASHING SET IN
SEALANT, FORMED
AROUND SSMR RIBS,
SECURED TO SSMR
EXISTING SSMR
EXISTING ROOF
INSULATION,
VIF
EXISTING ROOF
DECK
EXISTING SSMR
RIB BEYOND
1 1
ASSEMBLY HALL PARAPET
125' - 0"
EXISTING SM CAP FLASHING
EXISTING BLOCKING
EXISTING CMU
2"T EIFS, BACK WRAPPED AT BOTTOM
WB-1
SM-1 COUNTERFLASHING
SEALANT
SM-1 FLASHING 4" MIN REAR LEG.
SLOPE HORIZONTAL LEG FOR
DRAINAGE
GAP, 1" (OR PER EIFS MFR)
WB-1 FLASHING MEMBRANE
SEALANT
US Army Corps of Engineers ®
SHEET ID
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P A r c h it e c t s
L td
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I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DATE SIGNED
LICENSE NUMBER
NAME
CERTIFICATION
A-512
T R
A
IN
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B A
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C B
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M A
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F
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F Y
11902
26 APRIL 2024
David C. Norback
3" = 1'-0"A-512
TRAINING BUILDING - HIGH BAND AT ASSEMBLY WEST WALL - OPTION K2
0 2" 4" 8"1" 3" = 1'-0"A-512
TRAINING BUILDING - HIGH BAND AT ASSEMBLY WEST WALL1
0 2" 4" 8"1"
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W
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AREA C, E, F PARAPET
117' - 6"
B/O EIFS/MWP
112' - 8"
SEALANT AT TOP OF WB
WB-1
5/8" GYP SHEATHING
6"T R-19 MIN BATT INSULATION,
IN EXISTING STUD FRAMING
FIRE TREATED BLOCKING , RIP
HEIGHT TO MATCH EXISTING CMU
MORTAR JOINT LOCATION
WB-1 FLASHING MEMBRANE
MWP INSIDE CLOSURE
SM-3 FLASHING W/ HEMMED
FRONT DRIP
SM-3 BACK FLASHING/KEEPER
SM-3 FLASHING W/ VERT FRONT LEG.
BLIND SECURE AT FRONT, AND
COLOR MATCHED GASKETED
FASTENER AT BOTTOM REAR.
HEMMED REAR EDGE.
SEALANT
EXISTING SMOOTH CMU VENEER
EXISTING FLUTED CMU VENEER
MWP-3 WITH SM-3 J-TRIM AT TOP
MWP INSIDE CLOSURE (SEAL
AND SECURE)
SEALANT
SEALANT BTWN SHEET METAL
EXIST SM CAP FLASHING, VIF
WB-1 FLASHING MEMBRANE
AREA C, E, F PARAPET
117' - 6"
(3) ROWS 2x6 FRT BLOCKING, SECURED TO STUDS
MWP-3, PROVIDE SM-3 J-TRIM
AT TOP
WB-1
5/8" WOOD WALL SHEATHING
WB-1 FLASHING MEMBRANE
SEE 3/A-513 FOR TYPICAL
NOTES AND DIMENSIONS
SM-3
SM-1
AREA C, E, F PARAPET
117' - 6"
V A
R
IE
S
4" MIN
10" +/- VARIES, VIF.
(3) ROWS 2x6 FRT BLOCKING, SECURED TO STUDS
EXISTING CMU
EXISTING 8" STUD FRAMING,
FILL VOID W/ 8"T R-25 BATT
INSULATION
EXISTING ROOF ASSEMBLY
AND STRUCTURE
EXISTING SSMR PANELS
W/ TRAPEZOIDAL SEAMS
SM-1 CLOSURE FLASHING,
22 GA MIN. SECURE AT
SSMR RIB
SM-1 COUNTERFLASHING,
WITH SEALANT TO SM
FLASHING ABOVE
2"T EIFS, BACKWRAPPED
AT BOTTOM
SM-1 FLASHING. 4" MIN
REAR LEG. SLOPE
HEMMED HORIZONTAL LEG
FOR DRAINAGE
WB-1
5/8" WOOD WALL SHEATHING
WB-1 FLASHING
MEMBRANE
WB-1 FLASHING MEMBRANE
ONTO EXISTING ROOF PANEL
SEALANT
EXIST SM CAP FLASHING, VIF
US Army Corps of Engineers ®
SHEET ID
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P A r c h it e c t s
L td
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.7
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.7 f a x rs p a rc h .c o m
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DATE SIGNED
LICENSE NUMBER
NAME
CERTIFICATION
A-513
T R
A
IN
IN
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B U
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X T
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D N
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B A
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C B
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F
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11902
26 APRIL 2024
David C. Norback
3" = 1'-0"A-513
TRAINING BUILDING - TYPICAL HIGH BAND DETAIL - OPTION K1
3" = 1'-0"A-513
TRAINING BUILDING -
EXIST SSMR ROOF - RAKE TO WALL DETAIL - OPTION K2
0 2" 4" 8"1"
3" = 1'-0"A-513
TRAINING BUILDING - EXIST SSMR ROOF - RAKE TO WALL3
0 2" 4" 8"1"
0 2" 4" 8"1"
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TERM BAR W/ CONT. SLNT
FLEXIBLE FLASHING
OVER TERM BAR
WB-1, LAP INTO OPNG
(WB-1 FLASHING
MEMBRANE AT CORNERS)
PRIMARY SEALANT AND
BACKER ROD
CANOPY (SEE )
CMU VENEER
AIR SPACE
RIGID INSUL
BOND BEAM. SEE
STRUCTURAL
SST DRIP EDGE SET IN MASTIC
CONT THRU-WALL FLASHING,
EXTEND UP WALL 12" MIN WITH
TERMINATION BAR AT TOP, SET
IN MASTIC. TRIM FLASHING 1/4"
FROM FACE OF MASONRY
VENEER; BONDED TO AND
LAPPED OVER SST STRIP BELOW
STEEL LOOSE LINTEL, SEE
STRUCT, PAINTED (SEE I-001)
CAVITY DRAINAGE MATERIAL
HEAD JOINT WEEP
VENTILATORS AT 1'-4" O.C.
CW - SEE A-601 FOR
ADDITIONAL INFORMATION
GLAZING
CARRY FLASHING 1/2" MIN
BEYOND END OF LINTEL
AND TURN UP TO FORM
END DAM IN HEAD JOINT.
END DAM 2" HIGH AT A MIN.
PAINT TO MATCH WALL
AT ALL EXPOSED CMU
7 1/2" +/- 3 1/2"
2" LAP
PRIMARY SEALANT
AND BACKER ROD
/7 A-520
SPRAY FOAM INSULATION
WD BLKG, SECURE TO CMU
WB-1, LAP INTO
CW JAMB 3"
RIGID INSUL
CMU
AIR SPACE
CMU VENEER
2" LAP
/1 A-520SEE
FOR TYPICAL
NOTES
1/2"
WALL BEYOND
CONCRETE SLAB
THRESHOLD SET IN MASTIC
SEALANT OVER
1/2" EXPANSION
MATERIAL
EXTERIOR
CONCRETE STOOP,
SEE STRUCT
CMU VENEER BEYOND
EXTERIOR INSULATED
ALUM DOOR. SEE A-600
FOR DOOR SCHEDULE
CONC
FOUNDATION -
SEE STRUC
SECONDARY SLNT
AND BACKER ROD
PRIMARY SLNT
AND BACKER ROD
METAL SOFFIT PANEL
ON HAT CHANNEL
5/8" FIRE RETARDANT
TREATED PLYWOOD
EXIST MTL FRAMING
FILLED WITH BATT
INSUL
EXISTING STEEL
STRUCTURE, VIF
CW FRAME
GLAZING
AS SCHED
CEILING
FIRE RETARDANT
TREATED WD BLOCKING.
VERIFY SIZE IN FIELD
(REMOVE EXIST BLKG)
SPRAY FOAM INSUL
WB-1 FLASHING
MEMBRANE, LAP 3"
MIN INTO OPNG
SLNT AND
BACKER ROD
SHIM AS
REQUIRED
J-TRIM
10" NOM (10" MIN, 11" MAX)
SECONDARY SEALANT
AND BACKER ROD
PRIMARY SEALANT
AND BACKER ROD
EXIST CMU
VENEER
ALUM FRAME
GLAZING
VIF
1"
EXIST RIGID INSUL
PRIMARY SLNT
AND BACKER ROD
SLNT AND
BACKER ROD
SEE PLAN FOR
PARTITION TYPE
EXIST BLOCKING
EXIST AIR SPACE
EXIST CONC
BACKUP
PRIMARY SLNT
AND BACKER RODPRIMARY SLNT AND
BACKER ROD
(ALLOW FOR CW WEEPING)
ALUM FRAME
GLAZING
EXIST SLNT AT JOINT
SHIM
EXIST CONC STOOP
VIF
1"
SLNT
FLOORING
AS SCHED
EXIST CONC
FOUNDATION
EXIST CONC SLAB
JAMB ANCHOR
SLNT AND
BACKER ROD
PRIMARY SLNT
AND BACKER ROD
EXIST CMU VENEER
ALUM FRAME
GLAZING
EXIST RIGID INSUL
EXIST AIR SPACE
ALUM DOOR
THRESHOLD BELOW
1"
T/ SLAB
100' - 0"
EXIST CONCRETE
SLAB
THRESHOLD SET IN MASTIC
SEALANT OVER
1/2" EXPANSION
MATERIAL
EXTERIOR CONCRETE
STOOP, SEE STRUCT
CMU VENEER BEYOND
EXTERIOR INSULATED ALUM
DOOR - SEE A-602 & A-603 FOR
OPENING SCHEDULE
1/2"
VIF
6 1/2"
EXIST CONCRETE
FOUNDATION
ALUM FRAME
108' - 0"
V E
R W
IT
H
M F
R
M
IN
M
A X
1" MAX GAP
B/O CANOPY
1" SPRAY FOAM INSULATION
MOUNTING AND REINFORCEMENT BY CANOPY MFR
WB-1 FLASHING MEMBRANE OVER BRACKET
PREFAB CANOPY WITH BRACKETS AT ENDS. VER MOUNTING REQS WITH MFR.
PROVIDE FLAT HEADED OR CONCEALED FASTENERS. SOFFIT AND FASCIA
SURFACES TO BE FLAT METAL. INTERNAL STRUCTURE AND FRAMING PER MFR
CANOPY INTERNAL GUTTER, SLOPE TO EAST
CANOPY DOWNSPOUT BEYOND
RIGID INSUL, SEE WALL SECTION FOR NOTES
4' - 0"
EXTEND WB-1 BEHIND MOUNTING PLATE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
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P A r c h it e c t s
L td
P N
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F Y
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I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DATE SIGNED
LICENSE NUMBER
NAME
CERTIFICATION
A-520
E X
T E
R
IO
R D
E T
A
IL
S
C U
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A
IN
W A
L L
P E
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B A
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C B
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IF
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D F
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A M
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R -7
F Y
11902
26 APRIL 2024
David C. Norback
3" = 1'-0"A-520
AMSA/VMS - CURTAIN WALL HEAD DETAIL1
3" = 1'-0"A-520
AMSA/VMS - CURTAIN
WALL JAMB AT VESTIBULE2
3" = 1'-0"A-520
AMSA/VMS - CURTAIN
WALL SILL DETAIL AT VESTIBULE3
3" = 1'-0"A-520
TRAINING BUILDING
CURTAIN WALL HEAD AT EXIST OPENING4
3" = 1'-0"A-520
TRAINING BUILDING
CURTAIN WALL JAMB AT EXIST OPENING5
3" = 1'-0"A-520
TRAINING BUILDING
CURTAIN WALL SILL AT EXIST OPENING6
0 3" 6" 12" 18" 0 2" 4" 8"1"
0 2" 4" 8"1"
0 2" 4" 8"1"0 2" 4" 8"1"
0 2" 4" 8"1" 0 2" 4" 8"1"
3" = 1'-0"A-520
TRAINING BUILDING
ALUM DOOR JAMB AT EXIST OPENING8
0 2" 4" 8"1"
3" = 1'-0"A-520
TRAINING BUILDING
ALUM DOOR SILL AT EXIST OPENING9
0 2" 4" 8"1"
1 1/2" = 1'-0"A-520
AMSA/VMS - ENTRY CANOPY SECTION7
A
M E
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N T
/1
/2
1 1
1 1
11 JULY 2024
W
2Q R
R
_P la ns -0
EXIST CMU TO REMAIN.
GROUT EXIST CMU SOLID
AT NEW OPENING. SEE
STRUCTURAL
CONTINUOUS
SEALANT
ALUM FRAMING
SYSTEM
STEEL STRUCTURE
FOR NEW OPENING,
SEE STRUCTURAL
RIGID INSULATION
CMU VENEER
STRAP ANCHOR
6"H RECTANGULAR OUTRIGGER, AT EA END. OUTRIGGERS TO MOUNT ON
OUTSIDE OF ANCHOR BRACKET, PROVIDE BLADE STIFFENERS AS REQUIRED
6" BLADES AT 45 DEG. SECURED AT OUTRIGGERS
ALUM ANCHOR BRACKET EXTRUSION. SIZE AND FASTENERS PER
SUNSHADE MFR
SUNSHADE BRACKET TO PENETRATE VERTICAL JOINT IN CMU VENEER.
PROVIDE 3/8"W SEALANT OVER BACKER ROD AT FACE OF CMU. SECURE TO
BACKUP CMU WITH THROUGH-BOLTS, PER SUNSHADE MFR REQUIREMENTS.
IF BRACKET PROVIDED IS TALLER THAN SHOWN, BRACKET SHALL ONLY BE
EXTENDED IN AN UPWARD DIRECTION TO ALLOW FOR FLASHING BELOW
SEE PLAN FOR
PARTITION TYPE
WOOD SHIM AS
REQUIRED
1" SPRAY FOAM INSLUATION
EXISTING RIGID INSULATION
3' - 0"
5" EQ 1" EQ 1" ... 1"
SST DRIP EDGE SET IN MASTIC
WD BLKG WITH SPRAY FOAM AT TOP
BACKER ROD AND SEALANT, BOTH SIDES
ALUM WINDOW
HEAD JOINT WEEP VENTS AT 1'-4" O.C.
FLEXIBLE FLASHING
OVER TERM BAR
CONT THRU-WALL FLASHING, EXTEND UP WALL 12" MIN WITH TERMINATION
BAR AT TOP, SET IN MASTIC. TRIM FLASHING 1/4" FROM FACE OF MASONRY
VENEER; BONDED TO AND LAPPED OVER SST STRIP BELOW
CAVITY DRAINAGE MATERIAL
STEEL LOOSE LINTEL, SEE STRUCT, PAINTED (SEE I-001)
CARRY FLASHING 1/2" MIN BEYOND END OF LINTEL AND TURN UP TO FORM
END DAM IN HEAD JOINT. END DAM 2" HIGH AT A MIN.
WB-1 AT FACE OF WALL (WB-1 FLASHING MEMBRANE AT CORNERS)
WB-1 FLASHING MEMBRANE OVER BRACKET AND THROUGH WALL FLASHING
T-BAR BELOW
W
APC-1 BELOW
CONTINUOUS
SEALANT
ALUM FRAMING
SYSTEM
3/8" W CONTINUOUS SEALANT
AND BACKER ROD
STEEL TUBE, SEE
STRUCTURAL
RETURN GYP BD TO
WINDOW FRAME,
WITH J-BEAD
STRAP ANCHOR
SEE PLAN FOR
PARTITION TYPE
5/8 PLYWOOD,
SHIM
WOOD SHIM
EXISTING RIGID INSULATION
EXISTING FLUTED CMU VENEER,
SAWCUT TO NEW OPENING
DIMENSIONEXIST CMU TO REMAIN.
GROUT EXIST CMU SOLID
AT NEW OPENING. SEE
STRUCTURAL
10" (3/16") GALV STEEL
PLATE FULL HT OF
OPENING.SECURE TO
BACKUP CMU WITH 3/8"
DIA EXP ANCHORS 16" OC
MAX. PROVIDE OPENINGS
IN PLATE TO COORDINATE
WITH WINDOW ANCHORS.
SET IN SEALANT BETWEEN
PLATE AND CMU VENEER,
AT THE PLATE LEADING
EDGE. PAINT PNT-27
O P
N G
R .O
EXISTING AIR SPACE
4"
1/2"
SILL BELOW
SEALANT AT APC-1 SILL
/8
WOOD BLKG
EXIST CMU TO REMAIN
SEALANT
SOLID SURFACE
SILL SSM-1
CONTINUOUS
SEALANT
ALUM FRAMING
SYSTEM
CONTINUOUS SEALANT AND
BACKER ROD (ALLOW FOR WEEP)
ALUM WINDOW
EXISTING CMU VENEER
EXISTING RIGID INSULATION
NEW CMU
VER HT IN FIELD
SEE PLAN FOR
PARTITION TYPE
STEEL PLATE BEYOND, SEE JAMB
DETAIL
10" 1/2"
HHS - SEE
STRUCURAL
SEE 3/A-522 FOR TYP NOTES.
VIF DEPTH OF CAST STONE TO
COORD WITH EXIST CAVITY
WALL DIM
EXISTING CMU VENEER
EXISTING RIGID
INSULATION
EXISTING
CMU WALL
SEE PLAN FOR
PARTITION TYPE
CONTINUOUS
SEALANT
ALUM FRAMING
SYSTEM
RETURN GYPSUM
TO WINDOW FRAME
STRAP ANCHOR
FIRE RETARDANT
5/8 PLYWOOD, SHIM
CONTINUOUS SEALANT
AND BACKER ROD
WOOD SHIM
EXISTING LINTEL, PAINT
CEILING MOUNT
WINDOW SHADE
(WS-1)
PEMB-W1
CONTINUOUS
SEALANT
ALUM FRAMING
SYSTEM
RETURN GYPSUM
TO WINDOW FRAME
STRAP ANCHOR
FIRE RETARDANT
5/8 PLYWOOD, SHIM
SEE PLAN FOR
PARTITION TYPE
AT SIMILAR
CONDITION,
LINER PANEL AT
UNIT STORAGE
AREAS IN LIEU OF
GYPSUM BOARD
WOOD SHIM
CEILING MOUNT
WINDOW SHADE
(WS-1)
FACE OF WINDOW
TO ALIGN WITH FACE
OF PEMB-W1
PEMB SM DRIP
SPRAY FOAM AT C-
CHANNEL. IF BOXED
FRAMING IS USED, SPRAY
FOAM INSIDE BOXED
FRAMING
BACKER ROD
AND SEALANT
5/8" PLYWOOD
EXIST CMU BOND BEAM
EXIST CMU VENEER
ALUM FRAME
ALUM DOOR
SECONDARY SLNT
AND BACKER ROD
GLAZING
1"
EXIST LINTEL, PAINT
PRIMARY SLNT AND
BACKER ROD
V.I.F.
10 1/2"
A L
IG
N
SLNT AND
BACKER ROD
ANCHOR
ALUM FRAME
GLAZING
SLNT AND
BACKER ROD,
BOTH SIDES
V .I .F
/2
EXISTING CONC
COLUMN
ALIGN ALIGN
ALIGN EDGE OF
CURTAIN WALL
WITH GYP FINISH
O P
N G
R .O
WD BLOCKING
BACKER ROD
AND SEALANT
HSS, SEE
STRUCTURAL
/1 A-521
BACKER ROD
AND SEALANT
ALUM FRAME ALUM DOOR
SECONDARY SLNT
AND BACKER ROD
GLAZING
1"
SEE FOR
TYPICAL NOTES
FIELD VERIFY EXIST
COL DIMENSIONS
OVER OVERALL
OPENING SIZE FOR
ALUM FRAME
PRIMARY SLNT AND
BACKER ROD
EXISTING
CMU WALL
EXISTING L ANGLE
TO REMAIN
EXISTING CMU
VENEER
EXISTING RIGID
INSULATION
EXISTING PRECAST
SILL. PROVIDE NEW
APC-1 SILL WHERE
INDICATED ON
ELEVATIONS
SEALANT
SOLID SURFACE
SILL SSM-1
CONTINUOUS
SEALANT
ALUM FRAMING
SYSTEM
PREFINISHED METAL
FLASHING
CONTINUOUS
SEALANT AND
BACKER ROD
(ALLOW FOR WEEP)
ALUM WINDOW
FIRE RETARDANT
5/8 PLYWOOD, SHIM
SEE PLAN FOR
PARTITION TYPE
STRAP ANCHOR
STEEL PLATE
BEYOND. SEE JAMB
DETAIL
10"
1/2"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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D R
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M a rs h a ll
S t
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M in n e a p o lis
-1
R S
P A r c h it e c t s
L td
P N
P
F Y
.6
.7
.6
.7 f a x rs p a rc h .c o m
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DATE SIGNED
LICENSE NUMBER
NAME
CERTIFICATION
A-521
E X
T E
R
IO
R D
E T
A
IL
S
C U
R T
A
IN
W A
L L /W
IN
D
O W
P E
R R
IN
E
F
L O
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ID
A L O
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IS
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IA
N
S O
N
D N
O R
B A
C K
C B
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S S
M A
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F
E B
R U
A R
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C E
R T
IF
IE
D F
IN
A
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A R
M Y
R E
S E
R V
E C
E N
T E
R A
N D
A M
S A
C A
R -7
F Y
11902
26 APRIL 2024
David C. Norback
3" = 1'-0"A-521
TRAINING BUILDING - WINDOW HEAD IN NEW OPENING WITH SUNSHADE1
3" = 1'-0"A-521
TRAINING BUILDING - WINDOW JAMB AT NEW OPENING2
3" = 1'-0"A-521
TRAINING BUILDING - WINDOW SILL IN NEW OPENING3
3" = 1'-0"A-521
TRAINING BUILDING - WINDOW
HEAD IN EXISTING OPENING7
3" = 1'-0"A-521
ORGANIZATIONAL STORAGE -
TYPICAL WINDOW HEAD (JAMB SIM)4
3" = 1'-0"A-521
TRAINING BUILDING - ALUM DOOR
HEAD IN EXISTING OPENING5
3" = 1'-0"A-521
TRAINING BUILDING INTERIOR
CURTAIN WALL JAMB AT EXIST COLUMN8
0 2" 4" 8"1" 0 2" 4" 8"1"
0 2" 4" 8"1"
0 2" 4" 8"1"
0 2" 4" 8"1"
0 2" 4" 8"1"
0 2" 4" 8"1"
0 2" 4" 8"1"3" = 1'-0"A-521
TRAINING BUILDING ALUM DOOR
HEAD AT NEW OPENING10
0 2" 4" 8"1"
3" = 1'-0"A-521
TRAINING BUILDING -
WINDOW SILL IN EXISTING OPENING9
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11 JULY 2024
W
2Q R
R
_P la ns -0
APC-1 BEYOND
SOLID SURFACE SILL
BEYOND
SEALANT AND BACKER ROD
ALUM WINDOW
CMU VENEER
5/8" GYP BOARD
RETURNED TO WINDOW
SEE PLAN FOR
PARTITION TYPE
STRAP ANCHOR AND
SCREW
5/8" PLYWOOD SHIM
3" LAP WOOD BLOCKING AND SHIM
AIR SPACE
3/4"
CMU
CONTINUOUS
SEALANT
SOLID SURFACE SILL
W/ EASED EDGE
CONTINUOUS SEALANT
WB-1, WITH WB-1 FLASHING MEMBRANE AT CORNER
CONDITION AT TOP OF CMU, EXTEND ONTO CMU SILL
6" MIN
CONT 5/16" GALV BENT PL. 5" VERT BACK LEG,
HORIZ LEG 1/4" SHORTER THAN FACE OF VENEER
(VIF). SECURE W/ 3/8"DIA GALV EXP BOLT W/ 3"
MIN EMBEDMENT, AT 2'-0" OC MAX; MIN 3 BOLTS
PER SILL CONDITION.
SS DRIP EDGE SET IN MASTIC
WEEP VENTILATORS
AT 1'-4" O.C.
RIGID INSUL
THROUGH WALL FLASHING, EXTEND UP AND RETURN
3" MIN BACK FROM FACE OF CMU. CREATE 1"H MIN END
DAMS AT JAMBS. TRIM FLASHING 1/2" FROM FACE OF
MASONRY VENEER, BONDED TO AND LAPPED OVER SS
DRIP EDGE BELOW.
PREFINISHED METAL FLASHING, SM-4, WITH HEMMED
LEADING EDGE. SET IN SEALANT, SECURE AT
PROVIDE REAR AND JAMB DAMS 1/2"H
CONTINUOUS SEALANT AND
BACKER ROD (ALLOW FOR WEEP)
ALUM WINDOW WITH EXTENSION
CLIPS AND ANCHORS AS REQUIRED
STRAP ANCHOR AND
SCREW
3/4" PRESSURE
TREATED PLYWOOD
EDGE BEAD
SEE PLAN FOR
PARTITION TYPE
APC-1V
.I
.F
/8
AIR SPACE
1/2"
1 1/2"
2"
WALL DIM
VIF WITH
CAVITY
4" 1" B A
C K
U P
C M
U H
T
V
IF
T O
M A
T C
H
/8
SEALANT
MORTAR BED WITH VOIDS FOR HORIZ WEEP VENTILATORS
AT 2'-0"OC MAX, MIN 2 EA AT EA WDW SILL. PROVIDE
SEALANT AT EXTERIOR EXPOSED EDGE OF MORTAR BED JT
SILL 'L' STRAP W/ WELDED DOWEL PIN AT BOTH ENDS OF
SILL AND AT INTERMEDIATE SILL JTS (IF APPLICABLE). SEAL
AT THROUGH WALL FLASHING
AT EXIST WALL INFILL (TRAINING BLDG),
MATCH EXIST ADJ CAVITY WALL, VIF
1" SPRAY FOAM INSULATION
SEE STRUCTURAL FOR WALL REINFORCEMENT AND FILL
SST DRIP EDGE SET IN MASTIC
STEEL LOOSE LINTEL, SEE STRUCT, PAINTED (SEE I-001)
BACKER ROD AND SEALANT, BOTH SIDES
ALUM WINDOW
WB-1 OVER BRACKET
HEAD JOINT WEEP VENTS AT 1'-4" O.C.
AS SCHED
CEILING
SEE WALL SECTION FOR WALL ASSEMBLY NOTES AND DIMS
FLEXIBLE FLASHING
OVER TERM BAR
CONT THRU-WALL FLASHING, EXTEND UP WALL 12" MIN WITH TERMINATION BAR AT TOP, SET IN MASTIC. TRIM FLASHING 1/4" FROM FACE OF MASONRY VENEER; BONDED TO AND LAPPED OVER SST STRIP BELOW
CAVITY DRAINAGE MATERIAL
CARRY FLASHING 1/2" MIN BEYOND END OF LINTEL…
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