Attachment 11_Appendix F B659 As Builds_16May2024.pdf
PDF 10 MB Posted
- Attached to
- Repair Security Forces Facility
- Solicitation number
- FA481924R0023
About this file
This document is Attachment 11_Appendix F B659 As Builds_16May2024.pdf, which appears to be an attachment related to the federal contract opportunity for the "Repair Security Forces Facility" project at Tyndall Air Force Base. The purpose of this project is to repair deficiencies listed for facility B659. The solicitation number is FA481924R0023, and the contract is being issued by the Department of the Air Force Air Combat Command. No additional details about the required products or services, response dates, award dates, pricing terms, set asides, incumbents, or other salient information are provided in this attachment. It appears to be an appendix document that does not directly address the required scope of work for the contract opportunity.
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PLAN DETAIL
CALLOUTMD101
MD101
DASHED LINE
AROUND AREA
DETAILED
PLAN NORTH
NORTH ARROW
W/ TRUE NORTH
INDICATION
TRUE NORTH
1 VIEW TITLE
SCALE: 1/8" = 1'-0"
VIEW TITLE
LEVEL NAME
0'-0"
164 8268
SCALE: 1/8"=1'-0"
GRAPHIC SCALE
LEVEL INDICATOR
DRAWING SCALE
INDICATOR
SECTION DETAIL
INDICATOR
SHEET WHERE
SECTION IS
LOCATED
SHEET WHERE
CALLOUT IS
LOCATED
SECTION VIEW
NUMBER
CALLOUT VIEW
NUMBER
DRAWING VIEW
TITLE
DRAWING VIEW
SCALE
DRAWING VIEW
NUMBER
ELEVATION HEIGHT
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
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CONTRACT NO.:
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AS-BUILT DRAWINGS
TYNDALL AIR FORCE BASE, FL
RENOVATE BUILDING B659
W91278-20-C-0039 05/05/2022
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INDEX OF DRAWINGS
NO.
SHEET
NO. SHEET TITLE
GENERAL
1 G-001 COVER SHEET
2 G-002 INDEX OF DRAWINGS
ARCHITECTURAL
3 A-001 ARCHITECTURAL LEGEND AND GENERAL NOTES
4 AD101 FIRST FLOOR DEMOLITION PLAN
5 AD102 REFLECTED CEILING DEMOLITION PLAN
6 AD103 ROOF DEMOLITION PLAN
7 A-101 FIRST FLOOR PLAN
8 A-102 PRE-MANUFACTURED CANOPY PLAN
9 A-103 REFLECTED CEILING PLAN
10 A-104 ROOF PLAN
11 A-201 BUILDING ELEVATIONS
12 A-202 BUILDING ELEVATIONS
13 A-401 ENLARGED PLANS AND SCHEDULE
14 A-402 INTERIOR ELEVATIONS
15 A-403 INTERIOR ELEVATIONS
16 A-404 INTERIOR ELEVATIONS
17 A-405 TYPICAL ADA/ABA DETAILS
18 A-501 DETAILS
19 A-601 DOOR SCHEDULE AND DETAILS
20 A-602 DOOR HARDWARE SCHEDULE
21 A-603 DOOR DETAILS
22 A-604 WINDOW AND LOUVER SCHEDULES AND DETAILS
23 A-605 FINISH SCHEDULE AND LEGEND
STRUCTURAL
24 S-001 DESIGN CRITERIA
25 S-002 GENERAL NOTES
26 S-101 FOUNDATION AND WALL PLAN
27 S-102 ENLARGED FOUNDATION PLAN
28 S-141 FLAT ROOF FRAMING PLAN
29 S-142 TRUSSED ROOF FRAMING PLAN
30 S-143 TRUSSED ROOF LOADING PLAN
31 S-210 TYPICAL CONCRETE DETAILS
32 S-220 TYPICAL MASONRY DETAILS
33 S-230 ROOF FRAMING DETAILS
34 S-250 TYPICAL DECK DETAILS
35 S-260 TYPICAL COLD FORMED DETAILS
INDEX OF DRAWINGS
NO.
SHEET
NO. SHEET TITLE
FIRE PROTECTION
36 FA001 FIRE ALARM LEGEND AND GENERAL NOTES
37 FA101 FIRE ALARM FIRST FLOOR DEMOLITION PLAN
38 FA102 FIRE ALARM ATTIC DEMOLITION PLAN
39 FA103 FIRE ALARM FIRST FLOOR PLAN
40 FA501 FIRE ALARM/MASS NOTIFICATION RISER DIAGRAM
41 FA502 FIRE ALARM/MASS NOTIFICATION SEQUENCE OF OPERATIONS MATRIX AND VOICE MESSAGES
42 FP001 FIRE SUPPRESSION LEGEND AND GENERAL NOTES
43 FP002 FIRE PROTECTION SITE PLAN
44 FP101 FIRE SUPPRESSION DEMOLITION PLAN
45 FP102 FIRE SUPPRESSION FIRST FLOOR PLAN
46 FP201 FRE SERVICE ENTRANCE AND RISER DIAGRAM
PLUMBING
47 P-001 PLUMBING LEGEND AND GENERAL NOTES
48 PD101 FIRST FLOOR DEMOLITION PLAN
49 PD401 ENLARGED DEMOLITION PLANS
50 P-101 FIRST FLOOR PLAN
51 P-401 ENLARGED FLOOR PLANS AND DETAILS
MECHANICAL
52 M-001 MECHANICAL LEGEND AND GENERAL NOTES
53 MD101 FIRST FLOOR DEMOLITION PLAN
54 MD401 ENLARGED DEMOLITION PLANS
55 M-101 FIRST FLOOR PLAN
56 M-401 ENLARGED FLOOR PLANS AND SECTION VIEW
57 M-501 MECHANICAL DETAILS
58 M-502 MECHANICAL DETAILS
59 M-601 MECHANICAL SCHEDULES
60 M-701 PIPING RISER DIAGRAM
ELECTRICAL
61 E-001 ELECTRICAL LEGEND AND GENERAL NOTES
62 ES101 TEMPORARY TRAILER POWER PLAN
63 ED101 FIRST FLOOR LIGHTING DEMOLITION PLAN
64 ED102 FIRST FLOOR POWER DEMOLITION PLAN
65 E-101 FIRST FLOOR LIGHTING PLAN
66 E-102 FIRST FLOOR POWER PLAN
67 E-103 LIGHTNING PROTECTION SYSTEM LAYOUT PLAN
68 E-104 LIGHTNING PROTECTION SYSTEM LAYOUT PLAN
69 E-401 ENLARGED MECHANICAL ROOM PLANS
70 E-501 ELECTRICAL SCHEMATICS
71 E-601 ELECTRICAL PANEL SCHEDULES
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ROOM NAME
ROOM NAME
ROOM NUMBER
EXISTING TO REMAIN (HALFTONE)
NEW WORK
DEMOLITION
KEYNOTE
DOOR TAG
WINDOW AND LOUVER TAG
LIGHTNING PROTECTION SYSTEM
AIR TERMINALS
WALL TAG
ROOF ASSEMBLY TAG
X-XX
ARCHITECTURAL LEGEND
1.
2.
3.
4.
5.
6.
7.
8.
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING REGULATIONS AND GOVERNMENT LAWS, STATUTES, OR ORDINANCES CONCERNING THE USE OF UNION LABOR. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OTHER
TRADES.
DESIGN INFORMATION SHOWN ON THE DRAWINGS PROVIDE OVERALL DIMENSIONAL PARAMETERS AND DESCRIBE ELEMENTS TO BE CONSTRUCTED. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN OVER SMALLER SCALE DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DOCUMENTS AND SHALL ADJUST DIMENSIONS AS REQUIRED TO FIT EXISTING CONDITIONS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE FOR GETTING CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING
WITH WORK.
DEMOLITION SHALL INCLUDE REMOVAL, TRANSPORT, AND DISPOSAL OF ALL WASTE MATERIAL RELATED TO THE
CONSTRUCTION OF THE PROJECT TO AN APPROVED DISPOSAL FACILITY.
OTHER THAN EXISTING MATERIALS SCHEDULE TO REMAIN OR BE REUSED, ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER ’S WRITTEN RECOMMENDATIONS AND INSTRUCTIONS.
WHERE A MANUFACTURER IS SPECIFIED AND “EQUAL TO” OR “APPROVED EQUAL” ARE USED, ARCHITECT/ENGINEER SHALL
DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR.
ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION OF SPECIFIED FINISHES. ALL FINISHED SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER ’S RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION METHOD SPECIFIED. FINISH COATS TO COMPLETELY COVER WITH NO STREAKING OR
BLEEDING OF UNDERCOATS.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL SUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES, AND FURNITURE. CONTRACTOR SHALL VERIFY EXTEND AND COORDINATE WITH
APPROPRIATE SUBCONTRACTORS.
MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE. DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MILLWORK ENGINEERING. PROVIDE ALL NECESSARY CUT-OUTS FOR INSTALLATION OF ELECTRICAL
AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES, AND OTHER DEVICES.
CONTRACTOR SHALL PROVIDE ALL METAL CONNECTIONS. TYPE OF CONNECTIONS SHALL BE SELECTED TO PREVENT ELECTROLYSIS/CORROSION OF DISSIMILAR METALS. STAINLESS STEEL CONNECTIONS WITH METAL FILM DAMAGED DURING INSTALLATION SHOULD NOT BE USED TO PREVENT STAINLESS STEEL FROM BECOMING “ACTIVE”. WHEN USING GALVANIZED CONNECTIONS, PROVIDE GALVANIZED TOUCH UP NECESSARY TO MAINTAIN METAL PERFORMANCE. AT ALL EXPOSED NUT TO BOLT CONNECTIONS PROVIDE A SYNTHETIC COATING AFTER FINAL TIGHTENING OF CONNECTIONS OR PRIOR TO
CONSTRUCTION COMPLETION UNLESS NOTED OTHERWISE.
ARCHITECTURAL GENERAL NOTES:
W
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Engineers | Consultants
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ARCHITECTURAL ABBREVIATIONS
ABA ARCHITECTURAL BARRIERS ACT
ACT ACOUSTICAL CEILING TILE
ADJ. ADJUSTABLE
AHU AIR HANDLING UNIT
ALUM ALUMINUM
BLDG. BUILDING
BLK BLOCK
C.J. CONTROL JOINT
CL. CENTERLINE
CLG. CEILING
CMU. CONCRETE MASONRY UNIT
CONC. CONCRETE
CONT. CONTINUOUS
CPT CARPET
DIA. DIAMETER
DN. DOWN
DWGS. DRAWINGS
EA. EACH
ECMU EXISTING CONCRETE MASONRY
ECT EXISTING CERAMIC TILE
EQ. EQUAL
EXT. EXTERIOR
FD FLOOR DRAIN
FEC EXISTING FIRE EXTINGUISHER CABINET
FIN. FINISH
FIN. CLG. FINISH CEILING
FL./FLR. FLOOR
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GWB GYPSUM WALL BOARD
HDW. HARDWARE
HGT. HEIGHT
HM HOLLOW METAL
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JAN JANITOR
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MAT. MATERIAL
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NEC NORTH AMERICA VERTICAL DATUM
NEC NATIONAL ELECTRICAL CODE
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NO. NUMBER
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REINF. REINFORCE
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SF SQUARE FOOT
SHT. SHEET
SIM. SIMILAR
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SPEC. SPECIFICATIONS
SS STAINLESS STEEL
TYP. TYPICAL
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V.C.T. VINYL COMPOSITION TILE
V.I.F. VERIFY IN FIELD
WWM WELDED WIRE MESH
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14 14 13 13 13 13
13 13 13 13 13 13
15 15
16 16
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16 16
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16 16
16 16 16
19 19
19 19 19
EXISTING DOOR
AND FRAME
REUSED (RFI-48)
EXISTING
WALLS STAYED
INSTALL 5'-0" WIDE BY
4'-0" TALL SLIDING
WINDOW
1. CARE SHALL BE TAKEN TO SUPPORT
AND PROTECT ALL EXISTING WORK
TO REMAIN.
GENERAL NOTES
KEYNOTES#
GRAPHIC SCALE
164 8268
SCALE: 1/8"=1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
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SCALE: 1/8" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN
1 DEMOLISH WINDOW, FRAME, AND
HARDWARE.
2 DEMOLISH STOREFRONT, FRAME,
AND HARDWARE.
3 DEMOLISH DOOR, FRAME, AND
HARDWARE.
4 DEMOLISH DOOR AND HARDWARE.
CLEAN AND PREPARE EXISTING
FRAME FOR INSTALLATION OF NEW
DOOR.
5 DEMOLISH CABINETRY,
COUNTERTOPS, AND APPLIANCES.
6 DEMOLISH PARTITION COMPLETE
FROM FLOOR SLAB TO STRUCTURE
ABOVE. AT ENDS OF PARTITION
REMOVED, REPAIR AND PATCH
EXISTING WALLS TO CREATE A
SMOOTH SURFACE FOR NEW
FINISHES AS SCHEDULED.
7 REMOVE OVERHEAD COILING DOOR,
HOUSING, TRACKS, AND HARDWARE.
CLEAN AND PREPARE EXISTING
OPENING FOR INSTALLATION OF
NEW OVERHEAD COILING DOOR.
8 DEMOLISH SHOWER WALL AND
FLOOR TILE. PROTECT EXISTING
SHOWER DRAIN TO REMAIN.
9 DEMOLISH PORTION OF WALL TO
EXTENTS REQUIRED FOR NEW
WINDOW. ALL DAMAGE TO EXISTING
WALL SHALL BE PATCHED AND
REPAIRED TO MATCH EXISTING
FINISH.
10 DEMOLISH LOUVER ABOVE DOOR
AND CREATE WALL OPENING FOR
NEW LOUVER AT 10' AFF. SEE
STRUCTURAL DRAWINGS FOR CMU
WALL OPENING DETAILS.
11 DEMOLISH STALL PARTITION AND
DOOR SYSTEM COMPLETE.
12 PREPARE EXISTING OPENING AND
FRAME FOR NEW DOOR.
13 DEMOLISH EXTERIOR WINDOWS. ALL
DAMAGE TO EXISTING WALL SHALL
BE PATCHED AND REPAIRED TO
MATCH EXISTING WALL.
14 DEMOLISH EXTERIOR HOLLOW
METAL DOORS AND FRAMES.
PREPARE OPENINGS FOR
INSTALLATION OF NEW DOORS AND
FRAMES.
15 DEMOLISH TOILET ROOM
ACCESSORIES INCLUDING PAPER
TOWEL DISPENSER, SOAP
DISPENSER, AND TOILET DISPENSER.
16 DEMOLISH FLOORING THROUGHOUT.
THOROUGHLY CLEAN, PATCH, AND
PREPARE SURFACES FOR FINISHES
AS SCHEDULED.
17 DEMOLISH WALL TILE.
18 DEMOLISH COUNTERTOP.
19 DEMOLISH DOWNSPOUT. EXISTING
CURB TO REMAIN.
TH
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REUSED
1.
2.
3.
CARE SHALL BE TAKEN TO SUPPORT
AND PROTECT ALL EXISTING WORK
TO REMAIN.
DEMOLISH ALL EXISTING
ACOUSTICAL CEILING TILE, GRID,
AND SUSPENSION SYSTEM.
MECHANICAL AND ELECTRICAL
EQUIPMENT SHOWN FOR
REFERENCE ONLY. SEE
MECHANICAL AND ELECTRICAL
DRAWINGS FOR DETAIL.
GENERAL NOTES
GRAPHIC SCALE
164 8268
SCALE: 1/8"=1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
D
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B
A
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SCALE: 1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN
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3.
CARE SHALL BE TAKEN TO SUPPORT
AND PROTECT ALL EXISTING WORK
TO REMAIN.
ALL AREAS TO RECEIVE NEW
FINISHES SHALL BE PATCHED AND
PREPARED PER MANUFACTURER'S
RECOMMENDATIONS FOR EACH
NEW FINISH TO BE INSTALLED.
DEMOLISH EXISTING STANDING
SEAM METAL ROOFING, FASCIA, AND
SOFFIT SYSTEMS, GUTTERS,
DOWNSPOUTS, AND FLASHING.
DEMOLISH ALL PLYWOOD DECKING
AND WOOD TRUSS FRAMING, DOWN
TO ORIGINAL CONCRETE ROOF
SLAB, EXCEPT EXISTING WOOD
PLATES TO REMAIN. REMOVE
EXISTING INSULATION ON ROOF
SLAB AND THOUROUGHLY CLEAN
AND PREPARE ROOF SUBSTRATE
FOR FULL REPLACEMENT ROOF
SYSTEM INSTALLATION. PROVIDE
TEMPORARY WATERPROOF
MEMBRANE OVER ENTIRE AREA.
SEE STRUCTURAL DRAWINGS FOR
EXTENT OF DEMOLITION /
REPLACEMENT OF STRUCTURAL
FRAMING AND DECKING.
GENERAL NOTES
GRAPHIC SCALE
164 8268
SCALE: 1/8"=1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
C O
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PS
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AS-BUILT DRAWINGS
RO
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SCALE: 1/8" = 1'-0"1 ROOF DEMOLITION PLAN
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KEYNOTES#
COMM ROOM
B/STAFF
PATROLMAN
AREA
LOUNGE
MECH CLOS
MECH CLOS
WASHER/DRYER
CORRIDOR
INVEST
INTERVIEW
INTERVIEW
CORRIDOR
EVIDENCE
PROPERTY
INVEST
WCOIC
STORAGE
SPAR
SPARR/SPART
125A
WAITING ROOM
126A
SPA
NCOIC SPAIT
NCOIC SPAIT
NCOIC SPAIT
CONFERENCE
ROOM
CHIEF
ORDERLY ROOM
F/S 134A
COMMANDER
SECRETARY
OP OFFICER
STORAGE
LOBBY
SPOS
SPOS
SPO ADMIN
OFFICE
NCOIC ARMORY
CORRIDOR
SPT SUPER
SPE TESTING
INSTRUCTORS
SPE
EVAL TRAINER
CORRIDOR
GYM
ISSUE
ARMORY
STORAGE
165A
COMM EQUIP
STORAGE
CATM
CATM CHIEF
CORRIDOR
LOBBY
SPQ
SCIF
165B
SCIF
165C
SCIF
165D
MECH
EX EX
D
B
B
A A A A A A A AAAAAAAAA
A
A
A
A
A
A
A
A
A
A
AAAA AAAAAA
A
A
A
A
102-1
172-1
163-1
163-2
114-1
158-2
158-1
151-1
160-1 162-1 165-1160-2
EX-2
EX-2
/1 A-102/1 A-102
A-201
A-202
A-201
A-202
A-401
A-401
A-401
172-2
EX-1
EX-1
EX-1 EX-1
EX-1
EX-1 EX-1 EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1 EX-1 EX-1
EX-1
EX-1
EX-1EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-3EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-1
EX-4EX-4
EX-5 EX-5
EX-4EX-4
EX-6
EX-6
EX-1
EX-1
EX-3
EX-3
EX-1
EX-2
EX-1
CATM TRAINING
E
E
G
G
F
F
4' - 1"
4' - 1"
L-2
L-1
139-1
7 7 7
A-401
RFI-47
VCT
RFI-46
PHONE
(LBE) RFI-06
GUARD MOUNT
TRAINING
EXISTING FLOOR
CONCRETE
PFT-1
EXISTING WALLS
REMAINED
5'-0" WIDE BY 4'-0"
TALL SLIDING
WINDOW
BROWN
COLOR MATCH EXISTING
EXISTING FLOORING
TO REMAIN
1.
2.
3.
CARE SHALL BE TAKEN TO SUPPORT
AND PROTECT ALL EXISTING WORK
TO REMAIN.
WHERE WINDOWS ARE REMOVED
PER AD101, PROVIDE NEW
WINDOWS TO MEET UFC 4-010-01.
WINDOWS MUST BE VISION
DECREASED WITH AN APPLIED FILM.
WHERE EXISTING WINDOWS HAD
LOGO DECALS, PROVIDE NEW
DECALS IDENTICAL TO EXISTING ON
NEW WINDOW GLAZING.
WHERE EXTERIOR HOLLOW METAL
DOORS AND FRAMES ARE REMOVED
ON AD101, PROVIDE NEW HOLLOW
METAL DOORS AND FRAMES.
GENERAL NOTES
GRAPHIC SCALE
164 8268
SCALE: 1/8" 1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
D
C
B
A
U .S . A
R M Y C O R
PS
O F
EN
G
IN
EE
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M O
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SCALE: 1/8" 1'-0"1 FIRST FLOOR PLAN
1 PROVIDE ARMORY DOOR. SEE DOOR
SCHEDULE FOR DETAILS.
2 PROVIDE WEAPON DISTRIBUTION
WINDOW. SEE WINDOW SCHEDULE
FOR DETAILS.
3 PROVIDE WALL LOUVER AT 10' AFF
TO MEET UFC 4-010-01.
4 PROVIDE FIXED UNIT WINDOW PER
AFMAN 31-115.
5 PROVIDE ADA AUTOMATIC DOOR
OPENER IN THIS LOCATION. PROVIDE
PEDESTAL AT EXTERIOR LOCATION.
6 INFILL EXISTING OPENING. MATCH
ADJACENT FINISHES.
7 PROVIDE DOWNSPOUT. COLOR TO
MATCH EXISTING.
TH
ES
E D R
AW
IN
G S D
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IN
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IN
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/0 5/
LLLL
L
/1 A-101 /1 A-101
40' - 0"
40' - 0"
A-102
A-102
4 4
1.
2.
CARE SHALL BE TAKEN TO SUPPORT
AND PROTECT ALL EXISTING WORK
TO REMAIN.
LIGHTNING PROTECTION LAYOUT
SHOWN FOR REFERENCE ONLY. SEE
ELECTRICAL DRAWINGS FOR
DETAIL.
GENERAL NOTES
KEYNOTES#
/1 A-101 /1 A-101
4" / 1'-0" 4" / 1'-0"
4"
1' -0
4"
1'
-0
20' - 0"
20' - 0"
20' - 0" 20' - 0"
SLAB ELEVATION RFI-36
FINISH FLOOR
ELEVATION
0' - 0"
FINISH FLOOR
ELEVATION
0' - 0"
12' - 0"
GRAPHIC SCALE
164 8268
SCALE: 1/8"=1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
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US Army Corps of Engineers®
AS-BUILT DRAWINGS
PR
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M
AN
UF
AC
TU
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CA
NO
PY
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LA
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S
DE
S
W W
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8-
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A-102
SCALE: 1/8" = 1'-0"1 FIRST FLOOR PLAN
1 PROVIDE 40' x 40' CONCRETE SLAB
OUTSIDE OF ARMORY. SEE 1/S-102
FOR ADDITIONAL DETAIL.
2 PROVIDE NUCOR PRE-ENGINEERED
OPEN-AIR CANOPY STRUCTURE WITH
(2) 20' BAYS. PRE-ENGINEERED
CANOPY COLUMNS AND STRUCTURE
ARE DELEGATED DESIGN.
3 PROVIDE EXPOSED GUTTER.
4 PROVIDE DOWNSPOUT. COLOR TO
MATCH EXISTING.
SCALE: 1/8" = 1'-0"2 ROOF PLAN
SCALE: 1/8" = 1'-0"3 SOUTH ELEVATION (NORTH SIM.)
SCALE: 1/8" = 1'-0"4 EAST ELEVATION (WEST SIM.)
TH
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IN
G S
AR
E
O N
F
IL
E
AT
T H
E O
FF
IC
ES
O
F
TH
E
EN
G
IN
EE
R
AS
-B
U
IL
T D
R
AW
IN
G
S
/0
5/
4' - 0"
4' - 0"
COMM ROOM
B/STAFF
PATROLMAN
AREA
LOUNGE
CELL
CELL
CELL
CELL
MECH CLOS
MECH CLOS
WASHER/DRYER
CORRIDOR
INVEST
INTERVIEW
INTERVIEW
CORRIDOR
EVIDENCE
PROPERTY
INVEST
WCOIC
STORAGE
SPAR
SPARR/SPART
125A
WAITING ROOM
126A
SPA
NCOIC SPAIT
NCOIC SPAIT
NCOIC SPAIT
CONFERENCE
ROOM
CHIEF
ORDERLY ROOM
F/S 134A
COMMANDER
SECRETARY
OP OFFICER
STORAGE
LOBBY
SPOS
SPOS
SPO ADMIN
OFFICE
NCOIC ARMORY
LOCKER ROOM
MEN
LOCKER ROOM
WOMEN
JAN
ELECT.
150BREAK
CORRIDOR
SPT SUPER
SPE TESTING
INSTRUCTORS
SPE
EVAL TRAINER
CORRIDOR
GYM
ISSUE
ARMORY
RESTROOM
STORAGE
165A
COMM EQUIP
STORAGE
CATM
CATM CHIEF
CORRIDOR
LOBBY
SPQ
? SCIF
165B
SCIF
165C
SCIF
165D
MECH
RESTROOM
104A
8'-0" CEILING
RFI-32
ACT EXISTING
LEAVE EXISTING
DRYWALL
CEILING RFI-49
ACT
EXISTING
1.
2.
3.
CARE SHALL BE TAKEN TO SUPPORT
AND PROTECT ALL EXISTING WORK
TO REMAIN.
WHERE ACOUSTICAL CEILING GRID
SYSTEM AND TILE IS REMOVED PER
SHEET AD101, PROVIDE NEW ACT
TILE AND GRID SYSTEM.
MECHANICAL AND ELECTRICAL
EQUIPMENT SHOWN FOR
REFERENCE ONLY. SEE
MECHANICAL AND ELECTRICAL
DRAWINGS FOR DETAIL.
GENERAL NOTES
KEYNOTES#
2x4 LIGHT FIXTURE WITH
BATTERY BACKUP FOR
EGRESS LIGHTING
2x4 LIGHT FIXTURE
LINEAR LED LUMINAIRE
WITH BATTERY BACKUP
FOR EGRESS LIGHTING
LINEAR LED LUMINAIRE
CAN LIGHT FIXTURE
SUPPLY DIFFUSER
ROUND SUPPLY DIFUSER
RETURN GRILLE
EXHAUST GRILLE
EXISTING CEILING SYSTEM
ACT TILE AND GRID
SYSTEM
CEILING MATERIAL
LEGEND
CEILING FIXTURE
LEGEND
GRAPHIC SCALE
164 8268
SCALE: 1/8"=1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
M O
BI
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D
IS
TR
IC
T
ST
. J O
SE
PH
S
TR
EE
T
M O
BI
LE
, A L
D
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N B
Y:
D
ES
IG
N
B Y:
SU
BM
IT
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D B
Y:
SI
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C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
TA
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O R
D
ER
N O
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AT
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AR
K
D
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C R
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AT
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O
R Y
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D E:
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LE
N
AM
E:
PLAN NORTH
F
LO
YD
C
U
LL
ER
C
T, O
AK
R
ID
G
E, T
N
US Army Corps of Engineers®
AS-BUILT DRAWINGS
RE
FL
EC
TE
D
CE
IL
IN
G P
LA
N
DE
S
DE
S
W W
M
/0
5/
W
8-
-C
-0
R
EN
O
VA
TE
B
U
IL
D
IN
G B
TY
N
D
AL
L
AI
R F
O R
C E
BA
SE
, F L
A-
RE
FL
EC
TE
D
CE
IL
IN
G
PL
AN
.D
GN
A-103
SCALE: 1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN
1 RAISE SOFFIT IN THESE AREAS TO
ACCOMMODATE NEW WALL
LOUVERS ABOVE DOORS. SEE
DETAIL 1/A-501.
2 TYPICAL FROM CENTERLINE OF
EXISTING CMU WALL AND NEW
STRUCTURAL BEAM TO OUTSIDE
EDGE OF ROOF/SOFFIT FRAMING.
SEE DETAIL 1/A-105 AND
STRUCTURAL DRAWINGS.
TH
ES
E D
R
AW
IN
G
S D
EP
IC
T
AS
-B U
IL
T
C O
N D
IT
IO
N S
AN
D
M
AY
N O
T M
AT
C
H
TH
E O
R
IG
IN
AL
C O
N
TR
AC
T
D R
AW
IN
G S
H
EE
TS
. T
H E
IN
FO
R M
AT
IO
N S
H O
W N
IS
P
R O
VI
D
ED
B
Y
TH
E C
O N
TR
AC
TO
R
O R
O
TH
ER
S
N O
T
AS
SO
C
IA
TE
D W
IT
H
TH
E
D
ES
IG
N
E N
G
IN
EE
R
A N
D C
AN
N
O T
BE
V
ER
IF
IE
D
F O
R A
C C
U R
AC
Y
O R
C O
M
PL
ET
EN
ES
S.
T H
E O
R
IG
IN
AL
S
EA
LE
D
D R
AW
IN
G S
AR
E
O N
F
IL
E
AT
T H
E O
FF
IC
ES
O
F
TH
E
EN
G
IN
EE
R
AS
-B
U
IL
T D
R
AW
IN
G
S
/0
5/
L L
L
L
L
L
L L L L L L L L
L
L
LL
L
L
L L
L
LLL
LLLL
LLLLL
L
LL
L
L
L L L
L
L
L
L
L
L
L
L
L
L
L
LL
1.
2.
3.
4.
5.
6.
7.
CARE SHALL BE TAKEN TO SUPPORT
AND PROTECT ALL EXISTING WORK
TO REMAIN.
ALL AREAS TO RECEIVE NEW
FINISHES SHALL BE PREPARED PER
MANUFACTURER’S
RECOMMENDATIONS FOR EACH
NEW FINISH TO BE INSTALLED.
DELEGATED DESIGN CRITERIA FOR
FULL REPLACEMENT OF
STRUCTURAL STANDING SEAM
METAL ROOFING SYSTEMS: DESIGN
CRITERIA AND MEANS OF
ATTACHMENT FOR ROOF SYSTEM,
INSULATION, WATERPROOFING,
GUTTERS, DOWNSPOUTS, AND ALL
FLASHINGS AT PENETRATIONS,
ROOF/WALL TRANSITIONS,
EXPANSION JOINTS, EQUIPMENT
CURBS AND ROOF EDGES, SHALL BE
BASED ON GEOGRAPHIC LOCATION
AND WIND SPEED OF 165 MPH. THE
DESIGN REQUIREMENTS, WIND
PRESSURES, AND EXPOSURE SHALL
BE CALCULATED IAW ASCE
STANDARD 7, MINIMUM DESIGN
LOADS FOR BUILDINGS AND OTHER
STRUCTURES. THE ROOFING
INSULATION SHALL COMPLY WITH
FBC ENERGY CONSERVATION CODE.
ALL MATERIALS AND PRODUCTS
USED FOR THE ROOF SYSTEM
SHALL BE THE SAME FINISH AND
COLOR AS SELECTED BY BASE
ARCHITECT.
ROOFING SYSTEMS SHALL BE
INSTALLED IN STRICT ACCORDANCE
WITH MANUFACTURER'S
INSTRUCTIONS FOR APPLICATIONS
APPROPRIATE TO PROJECT
SPECIFIC CONDITIONS. WHERE
MANUFACTURER SPECIFIC DETAILS
ARE NOT AVAILABLE, ALL FLASHING,
ROOF PENETRATION, AND GUTTER
DETAILS SHALL BE DESIGNED PER
SMACNA AND/OR NRCA STANDARDS
FOR PROJECT SPECIFIC
CONDITIONS.
PROVIDE ALL NECESSARY HIP
VALLEY RIDGE FLASHING TYPES
AND CONFIGURATIONS AT VARIOUS
ROOF PLANES AND AT ROOF EDGE
CONDITIONS. INCLUDE BLOCKING
AND ACCESSORIES TO PROVIDE
SECURE ATTACHMENT TO
STRUCTURE AND CREATE PROFILES
NECESSARY TO PROVIDE
WATERTIGHT TRANSITIONS.
LIGHTNING PROTECTION LAYOUT
SHOWN FOR REFERENCE ONLY. SEE
ELECTRICAL DRAWINGS FOR
DETAIL.
WHERE ADDITIONAL ROOF
PENETRATIONS ARE REQUIRED,
REFER TO 2/A-501.
GENERAL NOTES
3"
1' -0
3"
1'
-0
3" / 1'-0" 3" / 1'-0"
3" / 1'-0"
3"
1' -0
3"
1'
-0
3" / 1'-0"
3"
1' -0
3"
1'
-0
3" / 1'-0"
3" / 1'-0"3" / 1'-0" 3"
1' -0
3" / 1'-0"
3"
1' -0
3" / 1'-0"
TYPICAL LINE OF
BUILDING WALL BELOW
(E) COLUMN (E) COLUMN
(E) COLUMN
(E) COLUMN
(E) COLUMN
KEYNOTES#
GRAPHIC SCALE
164 8268
SCALE: 1/8"=1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
M O
BI
LE
D
IS
TR
IC
T
ST
. J O
SE
PH
S
TR
EE
T
M O
BI
LE
, A L
D
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N B
Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
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C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
TA
SK
O R
D
ER
N O
D
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AR
K
D
ES
C R
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TI
O N
C
AT
EG
O
R Y
C O
D E:
FI
LE
N
AM
E:
PLAN NORTH
F
LO
YD
C
U
LL
ER
C
T, O
AK
R
ID
G
E, T
N
US Army Corps of Engineers®
AS-BUILT DRAWINGS
RO
O
F
PL
AN
DE
S
DE
S
W W
M
/0
5/
W
8-
-C
-0
R
EN
O
VA
TE
B
U
IL
D
IN
G B
TY
N
D
AL
L
AI
R F
O R
C E
BA
SE
, F L
A-
RO
OF
P
LA
N.
DG
N
A-104
ROOF SYSTEM LEGEND
ROOF AREA ROOF TYPE
22,099 SF STRUCTURAL STANDING SEAM METAL ROOF
SCALE: 1/8" = 1'-0"1 ROOF PLAN
1 PROVIDE EXPOSED GUTTER.
2 PROVIDE ROOF PENETRATIONS TO
SUPPORT MECHANICAL AND
ELECTRICAL SCOPE. SEE 2/A-501
FOR DETAIL.
TH
ES
E D
R
AW
IN
G
S D
EP
IC
T
AS
-B U
IL
T
C O
N D
IT
IO
N S
AN
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M
AY
N O
T M
AT
C
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TH
E O
R
IG
IN
AL
C O
N
TR
AC
T
D R
AW
IN
G S
H
EE
TS
. T
H E
IN
FO
R M
AT
IO
N S
H O
W N
IS
P
R O
VI
D
ED
B
Y
TH
E C
O N
TR
AC
TO
R
O R
O
TH
ER
S
N O
T
AS
SO
C
IA
TE
D W
IT
H
TH
E
D
ES
IG
N
E N
G
IN
EE
R
A N
D C
AN
N
O T
BE
V
ER
IF
IE
D
F O
R A
C C
U R
AC
Y
O R
C O
M
PL
ET
EN
ES
S.
T H
E O
R
IG
IN
AL
S
EA
LE
D
D R
AW
IN
G S
AR
E
O N
F
IL
E
AT
T H
E O
FF
IC
ES
O
F
TH
E
EN
G
IN
EE
R
AS
-B
U
IL
T D
R
AW
IN
G
S
/0
5/
FINISH FLOOR
ELEVATION
0' - 0"
A A A A A A A A A A
163-1165-1 162-1 160-2 160-1
R-1
FINISH FLOOR
ELEVATION
0' - 0"
A A
D
A A A A A A A A A A A A A A
172-1 118 134
1.
2.
3.
SEE STRUCTURAL DRAWINGS AND
1/A-101 FOR SOFFIT DETAIL.
SEE 2/A-501 FOR STANDING SEAM
PROFILE DETAIL.
LIGHTNING PROTECTION SYSTEM
AIR TERMINALS SHOWN FOR
REFERENCE ONLY. SEE ELECTRICAL
DRAWINGS FOR DETAIL.
GENERAL NOTES
GRAPHIC SCALE
164 8268
SCALE: 1/8"=1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
M O
BI
LE
D
IS
TR
IC
T
ST
. J O
SE
PH
S
TR
EE
T
M O
BI
LE
, A L
D
R
AW
N B
Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
TA
SK
O R
D
ER
N O
D
AT
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AR
K
D
ES
C R
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TI
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C
AT
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O
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C O
D E:
FI
LE
N
AM
E:
F
LO
YD
C U
LL
ER
C T, O
AK
R
ID
G E, T N
US Army Corps of Engineers®
AS-BUILT DRAWINGS
BU
IL
DI
NG
E
LE
VA
TI
O
NS
DE
S
DE
S
W W
M
/0
5/
W
8-
-C
-0
R
EN
O
VA
TE
B
U
IL
D
IN
G B
TY
N
D
AL
L
AI
R F
O R
C E
BA
SE
, F L
A-
BU
IL
DI
NG
E
LE
VA
TI
ON
S.
DG
N
A-201
SCALE: 1/8" = 1'-0"1 NORTH ELEVATION
SCALE: 1/8" = 1'-0"2 SOUTH ELEVATION
R-1
TH
ES
E D
R
AW
IN
G
S D
EP
IC
T
AS
-B U
IL
T
C O
N D
IT
IO
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AN
D
M
AY
N O
T M
AT
C
H
TH
E O
R
IG
IN
AL
C O
N
TR
AC
T
D R
AW
IN
G S
H
EE
TS
. T
H E
IN
FO
R M
AT
IO
N S
H O
W N
IS
P
R O
VI
D
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B
Y
TH
E C
O N
TR
AC
TO
R
O R
O
TH
ER
S
N O
T
AS
SO
C
IA
TE
D W
IT
H
TH
E
D
ES
IG
N
E N
G
IN
EE
R
A N
D C
AN
N
O T
BE
V
ER
IF
IE
D
F O
R A
C C
U R
AC
Y
O R
C O
M
PL
ET
EN
ES
S.
T H
E O
R
IG
IN
AL
S
EA
LE
D
D R
AW
IN
G S
AR
E
O N
F
IL
E
AT
T H
E O
FF
IC
ES
O
F
TH
E
EN
G
IN
EE
R
AS
-B
U
IL
T D
R
AW
IN
G
S
/0
5/
FINISH FLOOR
ELEVATION
0' - 0"
A A A A A
158-1 158-2 114-1151-1
L-1 L-2
R-1
FINISH FLOOR
ELEVATION
0' - 0"
A A A A A E G G E
139-1
A A A A
R-1
1.
2.
3.
SEE STRUCTURAL DRAWINGS AND
1/A-101 FOR SOFFIT DETAIL.
SEE 2/A-501 FOR STANDING SEAM
PROFILE DETAIL.
LIGHTNING PROTECTION SYSTEM
AIR TERMINALS SHOWN FOR
REFERENCE ONLY. SEE ELECTRICAL
DRAWINGS FOR DETAIL.
GENERAL NOTES
GRAPHIC SCALE
164 8268
SCALE: 1/8" 1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
D
C
B
A
U .S . A
R M Y C O R
PS
O F
EN
G
IN
EE
R S
M O
BI
LE
D
IS
TR
IC
T
ST
. J O
SE
PH
S
TR
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T
M O
BI
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, A L
D R
AW
N B Y:
D
ES
IG
N B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
TA
SK
O R D
ER
N O
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
C
AT
EG
O R Y C O D E:
FI
LE
N
AM
E:
F
LO
YD
C U
LL
ER
C T, O
AK
R
ID
G E, T N
US Army Corps of Engineers®
AS-BUILT DRAWINGS
BU
IL
DI
NG
E
LE
VA
TI
O
NS
DE
S
DE
S
W W M
/0 5/
W 8- -C -0
R
EN
O
VA
TE
B U
IL
D
IN
G B
TY
N D
AL
L
AI
R F O R C E
BA
SE
, F L
A-
BU
IL
DI
NG
E
LE
VA
TI
ON
S.
DG
N
A-202
SCALE: 1/8" 1'-0"1 WEST ELEVATION
SCALE: 1/8" 1'-0"2 EAST ELEVATION
TH
ES
E D R
AW
IN
G S D
EP
IC
T
AS
-B U
IL
T C O N D
IT
IO
N S
AN
D M
AY
N O T M
AT
C H
TH
E O R
IG
IN
AL
C O N
TR
AC
T D R
AW
IN
G S H
EE
TS
. T H E
IN
FO
R M
AT
IO
N S H O W N
IS
P R O
VI
D
ED
B Y
TH
E C O N
TR
AC
TO
R O R O
TH
ER
S N O T
AS
SO
C
IA
TE
D W
IT
H
TH
E D
ES
IG
N E N G
IN
EE
R A N D C
AN
N O T
BE
V
ER
IF
IE
D F O R A C C U R
AC
Y O R
C O M
PL
ET
EN
ES
S.
T H E O R
IG
IN
AL
S
EA
LE
D D R
AW
IN
G S
AR
E O N F
IL
E
AT
T H E
O
FF
IC
ES
O F
TH
E
EN
G
IN
EE
R
AS
-B U
IL
T D R
AW
IN
G S
/0 5/
KEYNOTES#
2.
EXISTING LOCKERS AND BENCHES
ARE TO REMAIN.
REFER TO 1/A-405 FOR ADA/ABA
MOUNTING REQUIREMENTS.
GENERAL NOTES
LOCKER ROOM
MEN
LOCKER ROOM
WOMEN
JAN
ELECT.
BREAK
A-402
3 A-402
A-403
A-403
7A-404
EX-1EX-1 EX-1
EX-1EX-1
EX-1
1 2 3
32 4 5
4 532 4 5
32 4 5
5 6
MBR-1
PT-1
M-1 M-1
M-1
GB-1
GB-1
GB-1
GB-2
SCD-1
TD-1
M-1 M-1
GB-1
GB-1
GB-1
TD-1
SCD-1
GB-2
SCD-1
PTD-1
GB-1
GB-1
SD-1
SD-1
SND-1 PTD-1
SD-1
SD-1SD-1
TD-1
SN-1
H-1
H-1
TD-1
SCD-1
TD-1
SCD-1
H-1 H-1 H-1
SS-1
SS-1
GB-3
GB-3GB-4
GB-4
B
B B
B
B
B B
A-404
RESTROOM
2 3 4 5PT-1
SCD-1
GB-1
GB-2
TD-1
M-1
SD-1
PTD-1
H-1
SN-1
A-40410
RESTROOM
104A
PTD-1
PT-1
SD-1
M-1
GB-2
SN-1
TD-1
SCD-1
GB-1
H-1
B
B
B B
CELL
CELL
CELL
CELL
2' - 8"2' - 8"
2' - 8"
2' - 8" 2' - 8"
EX-4EX-4
EX-5 EX-5
EX-4
EX-4 AA
A A
B
ALL PARTITION WALLS ARE 2'-8" WIDE BY 3'-4" TALL.
WALLS MOVED TO ALLOW BETTER SINK ACCESS.
REINFORCED 6" CMU WALL,
SEE 1/S-220 FOR DETAIL
A
5/8" WATER AND ABUSE
RESISTANT GYPSUM BOARD
20 GA. 3 5/8" METAL STUDS
@ 24" O.C.
R-13 UNFACED BATT
INSULATION
B
NOTE:
WALL TO PROVIDE MIN.
STC 40 RATING
GRAPHIC SCALE
02 4 8134
SCALE: 1/4"=1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
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US Army Corps of Engineers®
AS-BUILT DRAWINGS
EN
LA
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N
A-401
SCALE: 1/4" = 1'-0"1 ENLARGED RESTROOMS/ KITCHEN PLAN
SCALE: 1/4" = 1'-0"3 ENLARGED ARMORY RESTROOM PLAN
SCALE: 1/4" = 1'-0"4 ENLARGED BDOC RESTROOM PLAN
ACCESSORIES SCHEDULE
TAG DESCRIPTION WIDTH HEIGHT
MOUNTING
HEIGHT MANUFACTURER MODEL
GB-1 STAINLESS STEEL GRAB BAR 42" MIN. - 36" MIN. BRADLEY MODEL 387
GB-2 STAINLESS STEEL GRAB BAR 36" MIN. - 36" MIN. BRADLEY MODEL 387
GB-3 STAINLESS STEEL GRAB BAR 30" MIN. - 33" AFF - -
GB-4 STAINLESS STEEL GRAB BAR 18" MIN. - 33" AFF -
H-1 STAINLESS STEEL HOOK PER MFTR PER MFTR 48" AFF - -
M-1 MIRROR 18" 36" 40" AFF - -
MBR-1 STAINLESS STEEL MOP AND BROOM RACK PER MFTR PER MFTR 66" AFF - -
PT-1 STAINLESS STEEL SEMI-RECESSED TRASH BOX PER MFTR PER MFTR 36" AFF - -
PTD-1 STAINLESS STEEL PAPER TOWEL DISPENSER PER MFTR PER MFTR 48" AFF - -
SCD-1 STAINLESS SEAT COVER DISPENSER PER MFTR PER MFTR 48" AFF BRADLEY MODEL 583 - SURFACE-MOUNTED BRADEX
SD-1 STAINLESS STEEL SOAP DISPENSER PER MFTR PER MFTR 44" AFF - -
SN-1 STAINLESS STEEL SANITARY NAPKIN DISPOSAL PER MFTR PER MFTR 15" AFF -
SND-1 SANITARY NAPKIN DISPENSER PER MFTR PER MFTR 48" AFF - -
SS-1 SHOWER SEAT PER MFTR PER MFTR 18" AFF - -
TD-1 STAINLESS STEEL TISSUE DISPENSER PER MFTR PER MFTR 15" AFF BRADLEY MODEL 5402 - BRADEX
1 PROVIDE TOILET PARTITIONS.
2 PAINT WALLS AS SCHEDULED.
3 PAINT CEILING AS SCHEDULED.
4 PROVIDE PORCELAIN TILE ON WALLS
AS SCHEDULED. SEE INTERIOR
ELEVATIONS FOR WALL TILE
EXTENTS.
5 PROVIDE PORCELAIN FLOOR AS
SCHEDULED.
6 PROVIDE CABINETRY AND
COUNTERTOPS. SEE INTERIOR
ELEVATIONS FOR CABINET
CONFIGURATION.
7 PROVIDE PARTITIONS TO SHIELD
LAVATORY FROM GLAZING IN CELL
DOOR AND CELL WINDOW.
PARTITION TO BE 6" CMU AT 3'-4"
TALL. SEE STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
SCALE: 1/4" = 1'-0"2 ENLARGED CONFINEMENT PLAN
CABINET/ACCESSORIES...
TAG DESCRIPTION
SIZE
WIDTH HEIGHT
BC-1 BASE CABINET 3' - 0" 2' - 10"
BC-2 BASE CABINET 1' - 6" 2' - 10"
BS BACK SPLASH - -
CT COUNTERTOP - -
WC-1 WALL CABINET 3' - 0" 2' - 6"
WC-2 WALL CABINET 1' - 6" 2' - 6"
WC-3 WALL CABINET 3' - 0" 2' - 0"
NOT TO SCALE5 WALL DETAILS
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GB-1
M-1 M-1 M-1SD-1 SD-1
SD-1
PT-1
PTD-1
5' - 0"
4"
9' - 0"
5' - 0"
GB-4
GB-3
SS-1
GRAPHIC SCALE
1 2 42
SCALE: 1/2"=1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
C O
R
PS
O F
EN
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AS-BUILT DRAWINGS
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SCALE: 1/2" = 1'-0"1 MENS RR SOUTH ELEVATION
SCALE: 1/2" = 1'-0"3 MENS RR WEST ELEVATION
SCALE: 1/2" = 1'-0"7 MENS RR NORTH ELEVATION
SCALE: 1/2" = 1'-0"4 MENS RR EAST ELEVATION
SCALE: 1/2" = 1'-0"2 MENS LR SOUTH ELEVATION
SCALE: 1/2" = 1'-0"5 MENS LR WEST ELEVATION
SCALE: 1/2" = 1'-0"8 MENS LR NORTH ELEVATION
SCALE: 1/2" = 1'-0"6 MENS LR EAST ELEVATION
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4"
GB-3
GB-4
SS-1
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SND-1
PTD-1PT-1 SD-1M-1 M-1
SD-1
SCD-1
TD-1
GB-1
GB-1
GB-2
SCD-1
GB-1
TD-1
SN-1
SN-1
4"
GRAPHIC SCALE
1 2 42
SCALE: 1/2"=1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
C O
R
PS
O F
EN
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IN
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AS-BUILT DRAWINGS
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DG
N
A-403
SCALE: 1/2" = 1'-0"1 WOMENS LR EAST ELEVATION
SCALE: 1/2" = 1'-0"2 WOMENS LR NORTH ELEVATION
SCALE: 1/2" = 1'-0"3 WOMENS LR SOUTH ELEVATION
SCALE: 1/2" = 1'-0"4 WOMENS LR WEST ELEVATION
SCALE: 1/2" = 1'-0"5 WOMENS RR EAST ELEVATION
SCALE: 1/2" = 1'-0"6 WOMENS RR NORTH ELEVATION
SCALE: 1/2" = 1'-0"7 WOMENS RR SOUTH ELEVATION
SCALE: 1/2" = 1'-0"8 WOMENS RR WEST ELEVATION
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SCD-1
GB-1
TD-1
SN-1
M-1
GB-2
PTD-1
PT-1
SD-1
H-1
4"
24" MAX
34" MIN.
WC-1 WC-1 WC-2 WC-3
BS
BC-2BC-1 BC-1
CT
TD-1
GB-1
SCD-1
4"
SN-1
H-1
SD-1
PT-1
PTD-1
M-1
GB-2
5' - 0"
GRAPHIC SCALE
1 2 42
SCALE: 1/2" 1'-0"
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
D
C
B
A
U .S . A
R M Y C O R
PS
O F
EN
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IN
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AS-BUILT DRAWINGS
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W 8- -C -0
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S.
DG
N
A-404
SCALE: 1/2" 1'-0"1 ARMORY RR SOUTH ELEVATION
SCALE: 1/2" 1'-0"2 ARMORY RR WEST ELEVATION
SCALE: 1/2" 1'-0"3 ARMORY RR NORTH ELEVATION
SCALE: 1/2" 1'-0"4 ARMORY RR EAST ELEVATION
SCALE: 1/2" 1'-0"5 KITCHEN SOUTH ELEVATION
SCALE: 1/2" 1'-0"6 KITCHEN WEST ELEVATION
SCALE: 1/2" 1'-0"7 KITCHEN NORTH ELEVATION
SCALE: 1/2" 1'-0"8 KITCHEN EAST ELEVATION
SCALE: 1/2" 1'-0"9 BDOC RR SOUTH ELEVATION
SCALE: 1/2" 1'-0"10 BDOC RR WEST ELEVATION
SCALE: 1/2" 1'-0"11 BDOC RR NORTH ELEVATION
SCALE: 1/2" 1'-0"12 BDOC RR EAST ELEVATION
TH
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12"
6" 36" MIN
9" -1
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M
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39"-41"
12" MAX 42" MIN
" M
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MOP HOOK STRIP
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TYPICAL DOOR & ACCESSORIES
LBE, Inc 370 Rembert C Dennis Blvd, Moncks Corner, SC 29461
Engineers | Consultants
SHEET ID
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
C O
R
PS
O F
EN
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STANDING SEAM FASCIA PANEL
CLOSED CELL SPRAY
FOAM INSULATION (R-18 MIN)
BACKING FOR
SPRAY INSULATION
(TRANSMITTAL 07 27 36)
(SEE STRUCTURAL DETAIL
2/S-260.)
FASCIA AND SOFFIT METAL
FRAMING (SEE STRUCTURAL
DETAIL 2/S-260.)
METAL SOFFIT PANEL
EXISTING STRUCTURAL JOIST
(PERP OR PARALLEL AS OCCURS).
OUTSIDE FACE OF
8" CMU
EXSTG WALL/BM CENTERLINE
OUTSIDE FACE OF
METAL FRAMING
EXISTING CMU WALL
EXISTING CMU VENEER
EXISTING ROOF
DECK
4' - 0"
A-501
A-501
A-501
R-1
STANDING SEAM METAL ROOFING
PANEL (SEE STRUCTURAL DWGS)
WATER SHIELD AND
VAPOR BARRIER MEMBRANE
1/4" DENS DECK
INSULATION (2 LAYERS
R-15 INSULATION)
GALVANIZED STEEL DECK
(SEE STRUCTURAL DWGS)
R-1
METAL FRAMING FOR FASCIA
AND SOFFIT ATTACHMENT.
(SEE STRUCTURAL DETAIL
2/S-260.)
REVEAL REMOVABLE
METAL SOFFIT TRIM
METAL FLASHING
STANDING SEAM FASCIA PANEL
METAL SOFFIT PANEL
WATER SHIELD AND
VAPOR BARRIER MEMBRANE
FASCIA FASTENING
SOFFIT TRIM FASTENING
ROOF PANEL RIB CLOSURE
METAL FLASHING
METAL ANGLE
WATER SHIELD AND
VAPOR BARRIER MEMBRANE
R-1
METAL SOFFIT
"J" TRIM
METAL SOFFIT PANEL
CLOSED CELL SPRAY
FOAM INSULATION
(R-18 MIN)
EXISTING CMU WALL
EXISTING CMU VENEER
THROUGH ROOF DUCT/PIPE. SEE
MECHANICAL AND PLUMBING DRAWINGS.
HOT PIPE - RED SILICONE ROOF
FLASHING; CUT TO DUCT/PIPE
SIZE IN FIELD SO THAT
FLASHING FITS SNUGGLY
AROUND PIPE; SET BASE IN
CONTINUOUS BEAD OF
SEALANT
PRIOR TO SLIDING ROOF FLASHING DOWN OVER
DUCT/PIPE, PLACE A CONTINUOUS BEAD OF
APPROVED SEALANT AROUND DUCT/PIPE AT HEIGHT
OF THE BOOT SO THAT WHEN THE BOOT IS IN PLACE
THE TOP OF THE BOOT ENGAGES THE SEALANT.
METAL ROOF PANEL
FASTENERS W/ SEALING
WASHERS @ MANUFACTURER
RECOMMENDED SPACING
1.
2.
3.
NOTES:
THE ROOF FLASHING MUST BE FASTENED TO THE PANEL ONLY AND NOT INTO THE ROOF SUBSTRATE TO ALLOW FOR THERMAL MOVEMENT.
ADEQUATE CLEARANCE MUST BE LEFT BETWEEN THE PIPE AND THE PANEL TO ALLOW FOR THERMAL MOVEMENT WITHOUT INTERFERENCE.
THE DUCT/PIPE MUST BE CENTERED IN THE PANEL TO ALLOW FOR ADEQUATE CLEARANCE FOR INSTALLATION OF THE FLASHING WITHOUT
INTERFERENCE WITH THE PANEL RIBS.
STAINLESS STEEL CLAMPING BAND AT TOP OF BOOT
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US Army Corps of Engineers®
AS-BUILT DRAWINGS
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SCALE: 3/4" = 1'-0"1 SOFFIT DETAIL
SCALE: 3/4" = 1'-0"3 ROOF PANEL PROFILE DETAIL
SCALE: 3" = 1'-0"5 FASCIA TO SOFFIT CONNECTION DETAIL
SCALE: 3" = 1'-0"4 ROOF TO FASCIA CONNECTION DETAIL
SCALE: 3" = 1'-0"6 SOFFIT TO WALL CONNECTION DETAIL
SCALE: 3/4" = 1'-0"2 ROOF PENETRATION DETAIL (TYP.)
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3.
4.
A.
B.
C.
D.
a.
b.
5.
CARE SHALL BE TAKEN TO SUPPORT
AND PROTECT ALL EXISTING WORK
TO REMAIN.
CONTRACTOR SHALL ENGAGE
HARDWARE CONSULTANT FOR
SPECIFIC HARDWARE
REQUIREMENTS.
PROVIDE REMOVABLE "BEST"
CORES WHERE APPLICABLE.
EXTERIOR WINDOWS, CURTAIN
WALLS OR STOREFRONT SYSTEMS,
DOORS, AND LOUVERS SHALL BE
DESIGNED, MANUFACTURED AND
INSTALLED TO MEET THE
FOLLOWING CRITERIA:
DESIGN WIND PRESSURES AND
EXPOSURE CALCULATED IN
ACCORDANCE WITH AMERICAN
SOCIETY OF CIVIL ENGINEERS
(ASCE) 7 USING BASIC WIND
SPEED OF 165 MPH.
HIGH WIND HURRICANE ZONE
(HWHZ) CRITERIA AND
WINDSTORM RATINGS FOR
ENTIRE SYSTEM WITH SPECIFIC
HARDWARE TESTED AS PART OF
THE ASSEMBLY.
BLAST RESISTANCE IN
ACCORDANCE WITH UFC 4-010-01,
DOD MINIMUM ANTITERRORISM
STANDARDS FOR BUILDINGS,
BASED ON A SECURE SITE,
EXISTING BUILDING, AND
INHABITED OCCUPANCY. “DESIGN
BASIS THREAT” AND “LEVEL OF
PROTECTION” IS ESTABLISHED
BY THE TYNDALL AFB
ANTITERRORISM PLAN, AS
PROVIDED BY THE CONTRACTING
OFFICER.
WINDOWS, CURTAIN WALLS OR
STOREFRONT SYSTEMS SHALL
BE TESTED AS FOLLOWS:
AIR INFILTRATION: TEST THE
SPECIMEN IN ACCORDANCE
WITH ASTM E 283. AIR
INFILTRATION RATE SHALL
NOT EXCEED 0.06 CUBIC FOOT
PER MINUTE PER SQUARE
FOOT (0.3 LITER PER SECOND
PER SQUARE METER) AT A
STATIC AIR PRESSURE
DIFFERENTIAL OF 6.24 PSF
(300 PA).
WATER RESISTANCE: TEST
THE SPECIMEN IN
ACCORDANCE WITH ASTM E
331. THERE SHALL BE NO
LEAKAGE AT A MINIMUM
STATIC AIR PRESSURE
DIFFERENTIAL OF 12 PSF (575
PA) AS DEFINED IN AAMA 501.
RETROFIT ALL FENESTRATION
OPENINGS TO ACCOMMODATE NEW
IMPACT- AND BLAST-RATED
SYSTEMS. SUBMIT SIGNED AND
SEALED DRAWINGS CERTIFIED BY A
LICENSED ENGINEER. SHOP
DRAWING DETAILS SHALL DEPICT
STRUCTURAL MEMBER
MODIFICATIONS AND MEANS OF
ATTACHMENT TO THE EXISTING
STRUCTURE, FINISH PATCHES,
PERIMETER FLASHING, AND
SEALANT FOR WATER TIGHTNESS.
GENERAL NOTES
SEE SCHEDULE
SEE SCHEDULE
F
SEE SCHEDULE
SEE SCHEDULE
G
SEE SCHEDULE
SEE SCHEDULE
OH-C
8"
2' - 10"
2' - 0" 6"6"
7' - 0"
2"
2' - 8"
2"
2" 3' - 0" 3' - 0" 2"
7' - 0"
2"
2" 3' - 0" 3' - 0" 2"
FG-1 FG-2
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
NEW DOOR AND FRAME IN EXISTING WALL OPENING. FIELD VERIFY ACTUAL
OPENING SIZE
PROVIDE DAYGATE WITH VAULT DOOR.
NEW DOOR IN EXISTING FRAME. FIELD VERIFY ACTUAL DOOR SIZE
PROVIDE NEW MOTORIZED COILING DOOR OPERATOR
PROVIDE WEATHER SEALS AT JAMP TRACK AND AT BOTTOM OF OH COILING
DOORS
PROVIDE YKK 50 TU WINDOW ABOVE DOOR.
FACTORY FINISH TO MATCH EXISTING.
CHANGED TO LOUVER, RFI-28.
USED EXISTING FRAME AND DOOR. REPLACED HARDWARE. RFI-47.
RFI-42
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AS-BUILT DRAWINGS
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DOOR ABBREVIATIONS
ALUM ALUMINUM
F FLUSH DOOR
FF FACTORY FINISH
FG FULL GLASS DOOR
FL FULL LOUVERED DOOR
G DOOR WITH UPPER GLASS LITE
G-FP GALVANIZED - FACTORY PRIMED
HM HOLLOW METAL
LLI DOOR WITH MULTIPLE LOUVER(S) INSERTED
OH-C OVERHEAD COILING
DOOR AND FRAME SCHEDULE
DOOR
NO. ROOM NAME / LOCATION PAIR
DOOR FRAME
SILL HARDWARE MANUFACTURER MODEL NUMBER NOTES
SIZE
TYPE MATERIAL FINISH TYPE HEAD/JAMB MATERIAL FINISHWIDTH HEIGHT THICKNESS
102-1 B/STAFF - 3' - 0" 7' - 0" 1 3/4" F WD-SC FF EXISTING EXISTING EXISTING EXISTING S5 HW-4 TBD TBD 3 104 RESTROOM - 3' - 0" 7' - 0" 1 3/4" F WD-SC FF 1 H4, J4 HM PT-4 S4 HW-5 TBD TBD
114-1 CORRIDOR - 3' - 0" 7' - 0" 1 3/4" F HM PT-3 1 H3,J3 HM PT-3 S3 HW-6 TBD TBD 1,10 118 CORRIDOR - 3' - 0" 7' - 0" 1 3/4" F HM PT-3 1 H3,J3 HM PT-4 S3 HW-6 TBD TBD 1,10 134 COMMANDER - 3' - 0" 7' - 0" 1 3/4" F HM PT-3 1 H3,J3 HM PT-3 S3 HW-10 TBD TBD 1,10
139-1 LOBBY PAIR 3' - 0" 7' - 0" 1 3/4" FG-1 ALUM FF 2 H2, J2 ALUM FF S2 HW-2 YKK AP 35H 1,6,7 151-1 CORRIDOR - 3' - 0" 7' - 0" 1 3/4" F HM PT-3 1 H3,J3 HM PT-3 S3 HW-6 TBD TBD 1,10 158-1 MECHANICAL PAIR 3' - 0" 7' - 2" 1 3/4" F HM PT-3 1 H3,J3 HM PT-3 S3 HW-8 TBD TBD 1,10
158-2 MECHANICAL - 3' - 0" 7' - 0" - - HM PT-3 - - - - - - - - 8,10
160-1 GYM - 3' - 0" 7' - 0" 1 3/4" F HM PT-3 1 H3,J3 HM PT-3 S3 HW-6 TBD TBD 1,10 160-2 GYM - 16' - 0" 10' - 0" 1 3/4" F HM PT-3 - H1, J1 - - S1 - THE OVERHEAD DOOR 625 ROLLING SERVICE DOOR 1,4,5,10 162-1 GUARDMOUNT TRAINING PAIR 3' - 0" 7' - 2" 1 3/4" G HM PT-3 1 H3,J3 HM PT-3 S3 HW-3 TBD TBD 1,10 163-1 ARMORY - 3' - 4" 6' - 6" 1 3/4" F HM PT-3 - - HM PT-3 - HW-1 HAMILTON CLASS 5 VAULT DOOR WITH DAYGATE 1,2,10 163-2 ARMORY - 3' - 4" 6' - 6" 1 3/4" F HM PT-4 - - HM PT-4 - HW-1 HAMILTON CLASS 5 VAULT DOOR 1 165-1 SCIF - 3' - 0" 7' - 0" 1 3/4" F HM PT-3 1 H3,J3 HM PT-3 S3 HW-9 TBD TBD 1,9,10 172-1 LOBBY PAIR 3' - 0" 7' - 0" 1 3/4" FG-2 ALUM FF 2 H2, J2 ALUM FF S2 HW-3 YKK AP 35H 1,7 172-2 LOBBY - 3' - 0" 7' - 0" 1 3/4" F HM PT-4 EXISTING EXISTING EXISTING EXISTING S5 HW-5 TBD TBD 3
NOT TO SCALE2 DOOR TYPES DETAIL
SCALE: 3/8" = 1'-0"1 STORE FRONT DETAILS
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HARDWARE SETS SCHEDULE
HW-1
QTY
ITEM
SARGEANT AND GREENLEAF MODEL 8550 MECHANICAL COMBINATION LOCK, OR EQUAL
LOCKSET WITH LEVER HANDLES AND REMOVABLE CORE
CLOSER - SURFACE MOUNTED WITH HOLD OPEN
KICKPLATE
FLOOR STOP
SET SILENCERS
HW-4 3
HINGE
KICKPLATE
FLOOR STOP
SET SILENCERS
MECHANICAL CIPHER LOCKSET WITH LEVER HANDLES
HW-2 2
YKK AP H-1341/1541/1542 STANDARD SMART SERIES ENTRANCE HANDLE, OR EQUAL
YKK AP H-26014 STANDARD HEAVY DUTY CONTINOUS HINGE, OR EQUAL
YKK AP P-52497 STANDARD CONCEALED VERTICAL ROD PANIC DEVICE, OR EQUAL
YKK AP H-6101 STANDARD SURFACE MOUNTED CLOSER W/ NON-HOLD OPEN PRESET, OR EQUAL
YKK AP H-7107 BOTTOM RAIL WEATHERSTRIP WITH GASKET AND DOOR SWEEP, OR EQUAL
YKK AP H-8201/8301 STANDARD 1/2" x 4" THRESHOLDS, OR EQUAL
BEA 10PBSI PUSH BUTTON (LOCATED PER IAW ABA GUIDELINES), OR EQUAL
POWER TRANSFER
POWER SUPPLY
HORTON AUTOMATICS HD-SWING SERIES 4100/4100LE POWER SWING DOOR OPERATOR, OR EQUAL
KEYPAD ELECTRONIC LOCK
HW-3 2
YKK AP H-1341/1541/1542 STANDARD SMART SERIES ENTRANCE HANDLE, OR EQUAL
YKK AP H-26014 STANDARD HEAVY DUTY CONTINOUS HINGE, OR EQUAL
YKK AP P-52497 STANDARD CONCEALED VERTICAL ROD PANIC DEVICE, OR EQUAL
YKK AP H-6101 STANDARD SURFACE MOUNTED CLOSER W/ NON-HOLD OPEN PRESET, OR EQUAL
YKK AP H-7107 BOTTOM RAIL WEATHERSTRIP WITH GASKET AND DOOR SWEEP, OR EQUAL
YKK AP H-8201/8301 STANDARD 1/2" x 4" THRESHOLDS, OR EQUAL
MECHANICAL CIPHER LOCKSET WITH LEVER HANDLES
HW-5 3
HINGE
KICKPLATE
FLOOR STOP
SET SILENCERS
LOCKSET WITH LEVER HANDLES
HW-6 1
CONCEALED VERTICAL ROD PANIC DEVICE
MECHANICAL CIPHER LOCKSET WITH LEVER HANDLES
HINGE
KICKPLATE
PEEPHOLE
HW-7 3
HINGE
KICKPLATE
FLOOR STOP
SET SILENCERS
LEVER HANDLE
HW-8 6
HINGE
KICKPLATE
FLOOR STOP
SET SILENCERS
LOCKSET WITH LEVER HANDLES
HW-9 1
CONCEALED VERTICAL ROD PANIC DEVICE
HINGE
KICKPLATE
HW-10 3
HINGE
KICKPLATE
FLOOR STOP
SET SILENCERS
LOCKSET WITH LEVER HANDLES
PEEPHOLE
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S
/0
5/
3.
4.
A.
B.
C.
D.
a.
b.
5.
CARE SHALL BE TAKEN TO SUPPORT
AND PROTECT ALL EXISTING WORK
TO REMAIN.
CONTRACTOR SHALL ENGAGE
HARDWARE CONSULTANT FOR
SPECIFIC HARDWARE
REQUIREMENTS.
PROVIDE REMOVABLE "BEST"
CORES WHERE APPLICABLE.
EXTERIOR WINDOWS, CURTAIN
WALLS OR STOREFRONT SYSTEMS,
DOORS, AND LOUVERS SHALL BE
DESIGNED, MANUFACTURED AND
INSTALLED TO MEET THE
FOLLOWING CRITERIA:
DESIGN WIND PRESSURES AND
EXPOSURE CALCULATED IN
ACCORDANCE WITH AMERICAN
SOCIETY OF CIVIL ENGINEERS
(ASCE) 7 USING BASIC WIND
SPEED OF 165 MPH.
HIGH WIND HURRICANE ZONE
(HWHZ) CRITERIA AND
WINDSTORM RATINGS FOR
ENTIRE SYSTEM WITH SPECIFIC
HARDWARE TESTED AS PART OF
THE ASSEMBLY.
BLAST RESISTANCE IN
ACCORDANCE WITH UFC 4-010-01,
DOD MINIMUM ANTITERRORISM
STANDARDS FOR BUILDINGS,
BASED ON A SECURE…
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