31429_TyndallDormPrecastBldg2_As-Built_12-9-24.pdf
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- FA481926Q0108
About this file
This is an as-built drawing package for a precast concrete dormitory complex (Building #2) at Tyndall Air Force Base in Florida. The document contains comprehensive structural design specifications, material requirements, and detailed construction plans for a multi-story residential facility utilizing precast and prestressed concrete components.
The project conforms to the 2018 International Building Code, 2019 Unified Facility Criteria DoD Building Code, and applicable ACI and ASCE standards. Design loads include dead loads ranging from 37-115 PSF depending on component type, live loads of 50-100 PSF for residential areas, roof loads of 20-28 PSF, and wind speeds of 165 MPH (Exposure C). Seismic design criteria establish a Seismic Design Category B with base shear of 297 KIP per wing. Materials specified include Type III cement for structural precast and Type I/II for architectural components, with minimum 28-day compressive strength of 6000 PSI for precast concrete and grout. Reinforcing steel consists of ASTM A615/A706 bars (60 KSI) and A416 prestressing strand (270 KSI). The construction includes double-tee floor members, insulated wall panels (8"-13" thick), cast-in-place concrete topping, and multiple stair units across five building levels plus roof framing. Connection requirements mandate 100% welding at shearwalls and light walls immediately after erection, with grouting of load-bearing panels completed within two days. The as-built record drawings (Revision 4, dated December 9, 2024) document 15 repair work orders and include foundation embed plans, framing plans for levels 2-5 and roof, elevation views, stair details, and architectural features across designated Areas A, B, and C of the complex.
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2.) DESIGN LOADS
2.0) RISK CATEGORY : III
2.1) GRAVITY LOADS :
DEAD LOAD:
DT 50 PSF
C.I.P. TOPPING 37 PSF
8" SOLID WALLS & SLABS 100 PSF
11" INSULATED WALL PANELS 100 PSF
13" INSULATED WALL PANELS 115 PSF
STAIR UNITS 165 PSF
SUPERIMPOSED - STAIRS 5 PSF
SUPERIMPOSED - FLOOR 10 PSF
SUPERIMPOSED - ROOF 15 PSF
LIVE LOAD:
STAIRS/CORRIDORS 100 PSF
LIVING/BDROOMS 50 PSF
ROOF 20 PSF
PARTITIONS 15 PSF
RAIN LOAD:
ROOF 28 PSF
SNOW LOAD:
ROOF 0 PSF
2.2)LATERIAL LOADS
WIND:
WIND SPEED 165 MPH
EXPOSURE C
INTERNAL PRESSURE COEFFICIENT +/- 0.18
SEISMIC:
SS = 0.065 S1 = 0.048
SITE CLASS D
SDS = 0.069 SD1 = 0.077
SEISMIC DESIGN CATEGORY B
SEISMIC IMPERTANCE FACTOR 1.25
BUILDING BEARING WALL SYSTEM WITH
INTERMEDIATE PRECAST REINFORCED CONCRETE
SHEAR WALLS
SEISMIC RESPONSE COEFFICIENT 0.033
SEISMIC BASE SHEAR (EACH WING) 297 KIP
2.3) PROGRESSIVE COLLAPSE RESISTANCE
ALTERNATE PATH
ENHANCED LOCAL RESISTANCE
3.) MATERIALS
3.1) PRECAST CONCRETE:
CEMENT TYPE - III (STRUCTURAL); TYPE - I/II (ARCHITECTURAL)
MIX DESIGN TYPE - 67 NORMAL WEIGHT (W/AIR ENTRAIN) AIR CONTENT - 4 % (+/- 1.5%)
CONCRETE WEIGHT - 150 (PCF), GREY CEMENT MATRIX
MINIMUM 28 DAY COMPRESSIVE STRENGTH = 6000 (PSI)
AT RELEASE = 4000 (PSI)
CAST-IN-PLACE CONCRETE TOPPING OVER PRECAST
SPECIFIED COMPRESSIVE STRENGTH = 4000 PSI BY OTHERS
3.2) GROUT:
NON-SHRINK ( NON-METALLIC) GROUT AT HORIZONTAL JOINTS.
CONTINUOUS GROUTING AT LOADBEARING MEMBERS ONLY.
MINIMUM 28 DAY COMPRESSIVE STRENGTH = 6000(PSI)
ALL GROUT TO BE SUPPLIED BY TINDALL INSTALLED BY ERECTOR.
3.3) REINFORCING STEEL: (ASTM STANDARD) (ULT. TENSILE STRENGTH)
PRESTRESSING STRAND : A416: 270 (KSI)
REINFORCEMENT BARS :
REINF. BARS WHERE WELDED :
WELDED WIRE REINFORCEMENT :
A615 OR A706 (BLACK):
A706 (BLACK):
A1064
60 (KSI)
60 (KSI)
3.5) WELDING: All WELDING SHALL BE PERFORMED WITH THE PROPER MATERIAL SHOWN BELOW
NOTES:
A. REMOVE GALVANIZING PER APPROVED METHOD BEFORE WELDING
B. RE-APPLY ZINC COATING PER MFR. RECOMMENDATIONS B,C,D
C. PREPARE SURFACE PER MFR RECOMMENDATIONS PRIOR TO RE-
APPLICATION OF ZINC COATING
D. APPLY ZINC RICH COATING WITH MINIMUM OF 93% ZINC SOLIDS PER DRY
FILM WIEIGHT TO A MINIMUM THICKNESS OF 2 MILS PER ASTM A780.
E. FOR OTHER TYPES OF STAINLESS STEEL REFER TO ENGINEERING
DEPARTMENT FOR PROPER ELECTORDE MATERIAL
CARBON TO CARBON E7018
CARBON TO GALVANIZED A,B,C,D E7018
GALVANIZED TO GALVANIZED A,B,C,D E7018
SS TYPE (304L) E TO CARBON E309L
SS TYPE (304L) E TO SS TYPE (304L) E309L
SS TYPE (304L) E TO GALVANIZED A,B,C,D E309L
80 (KSI)
3.4) STRUCTRAL STEEL :
PLATES AND ANGLES A36 GRADE 36
HEADED STUD ANCHORS A108 GRADE 1010-1020
THREADED ROD AND ROUND STOCK A36 GRADE 36
BOLTS A307 OR F1554 GRADE 36
NUTS A563
WASHERS F436
4.) CAULKING
ALL CAULKING BY OTHERS
5.) PRECAST CONCRETE FINISHES
CONTRACT INCLUDES ONLY THOSE ARCHITECTURAL FEATURES SHOWN ON THESE DRAWINGS.
ANY ADDITIONAL FEATURES OR CHANGED FEATURES MAY RESULT IN CONTRACT CHANGES.
DOUBLE-TEES- STD FINISH & RAKE WALLS- STD FINISH & TROWEL
SLABS - STD FINISH & TROWEL
6.) INSERTS AND HARDWARE
TINDALL INCLUDES ALL CONNECTING LOOSE HARDWARE, BEARING MATERIAL AND WELDING AS REQUIRED TO CONNECT THE PRECAST PRODUCTS. UNLESS NOTED OTHERWISE AS "BY OTHERS". TINDALL WILL PROVIDE ANCHOR BOLTS FOR COLUMNS AND DOWELS FOR LIGHT COLUMN WALLS AND SHEARWALLS.
7.) TOLERANCES
EACH PRODUCT WILL BE MANUFACTURED IN ACCORDANCE WITH SECTION 5 OF PCI MNL -116, "MANUAL
FOR QUALITY CONTROL FOR PLANTS AND PRODUCTION OF PRECAST PRESTRESSED CONCRETE
PRODUCTS", LATEST EDITION.
8.) JOINTS
ANY CAULKING OF JOINTS, INTERIOR AND EXTERIOR, BETWEEN TWO ADJACENT PRECAST
MEMBERS WILL BE FURNISHED AND INSTALLED "BY OTHERS". ALL JOINTS BETWEEN
PRECAST MEMBERS AND CAST-IN-PLACE CONCRETE OR STEEL ARE NOMINAL DIMENSIONS
WILL VARY BECAUSE OF CONSTRUCTION AND FABRICATION TOLERANCES.
9.) ACCESS
REFER TO THE SUBCONTRACT FOR THE DIVISION OF RESPONSIBILITES AS RELATED TO SITE ACCESS.
11.) CAMBER
PRESTRESSED CONCRETE MEMBERS HAVE AN INHERENT CAMBER WHICH ARCHITECTURAL DETAILS SHOULD TAKE INTO CONSIDERATION. TOPPING THICKNESS MAY VARY WITH CAMBER. LONG TERM DEFLECTIONS PRECLUDE THE USE OF CAMBER FOR DRAINAGE, THEREFORE, POSITIVE DRAINAGE BY SLOPING MEMBERS IS
RECOMMENDED. REFER TO DESIGN CALCULATIONS FOR ANTICIPATED CAMBER OF MEMBERS.
12.) APPROVAL DRAWINGS
SHOP DRAWINGS, REVIEWED AND STAMPED APPROVED OR APPROVED AS NOTED BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER, NOT REJECTED AND TRANSMITTED BY THE GENERAL CONTRACTOR TO TINDALL, SHALL CONSTITUTE AN APPROVAL OF SHOP DWG. AND MIX DESIGN PRIOR TO PRODUCTION OF PRECAST MEMBERS INVOLVED. TINDALL SHALL NOT BE HELD LIABLE FOR ANY DELAYS IN SHIPMENT THAT OCCUR AS A RESULT OF DELAYED RECEIPT OF APPROVAL DRAWINGS. TINDALL DOES NOT ASSUME
RESPONSIBILITY FOR THE COORDINATION OF OUR DRAWINGS WITH OTHER TRADES INVOLVED.
PROPRIETARY DATA IS INCLUDED IN THE INFORMATION
DISCLOSED HEREIN AND IS THE SOLE PROPERTY OF TINDALL
CORPORATION, MISSISSIPPI DIVISION. THIS INFORMATION IS
SUBMITTED IN CONFIDENCE AND NEITHER THIS DOCUMENT NOR
THE INFORMATION DISCLOSED HEREIN SHALL BE REPRODUCED
OR TRANSFERRED TO OTHER DOCUMENTS OR USED OR
DISCLOSED TO OTHERS FOR MANUFACTURING OR FOR ANY
OTHER PURPOSE EXCEPT AS SPECIFICALLY AUTHORIZED IN
WRITING BY TINDALL CORPORATION, MISSISSIPPI DIVISION.
10.) EMBEDS
REFER TO THE SUBCONTRACT FOR THE DIVISION OF RESPONSIBILITES AS RELATED TO SITE CAST
EMBEDS.
1.) DESIGN CRITERIA
ALL WORK CONFORMS TO THE 2018 INTERNATIONAL BUILDING CODE (IBC 2018), 2019 UNIFIED FACILITY CRITERIA DoD BUILDING CODE (UFC 1-200-01 2019), THE USACE SDDM FOR MILITARY CONSTRUCTION (LATEST VERSION), THE APPLICABLE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, THE APPLICABLE AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, AND FOLLOWS THE RECOMMENDATIONS AND GUIDELINES AS PUT FORTH IN THE PRECAST/PRESTRESSED INSTITUTE'S
DESIGN HAND BOOK
US Army Corps of Engineers
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SHEET DESCRIPTION STATUS REV. #
ST010 PRODUCT HANDLING As Built 4
ST011 SPECIAL INSPECTION SCHEDULE As Built 4
ST100 FOUNDATION EMBED PLAN AREA A As Built 4
ST101 FOUNDATION EMBED PLAN AREA B As Built 4
ST102 FOUNDATION EMBED PLAN AREA C As Built 5
ST103 ENLARGED FTG PLANS @ STAIRS As Built 5
ST104 FDN EMBED PLAN COOLING
TOWER-TRASH ENCLOSURE
As Built 4
ST110 LEVEL 2 FRAMING PLAN AREA A As Built 4
ST111 LEVEL 2 FRAMING PLAN AREA B As Built 4
ST112 LEVEL 2 FRAMING PLAN AREA C As Built 4
ST120 LEVEL 3 FRAMING PLAN AREA A As Built 5
ST121 LEVEL 3 FRAMING PLAN AREA B As Built 4
ST122 LEVEL 3 FRAMING PLAN AREA C As Built 4
ST130 LEVEL 4 FRAMING PLAN AREA A As Built 5
ST131 LEVEL 4 FRAMING PLAN AREA B As Built 4
ST132 LEVEL 4 FRAMING PLAN AREA C As Built 4
ST140 LEVEL 5 FRAMING PLAN AREA A As Built 5
ST141 LEVEL 5 FRAMING PLAN AREA B As Built 4
ST142 LEVEL 5 FRAMING PLAN BLDG. C As Built 4
ST150 ROOF FRAMING PLAN AREA A As Built 4
ST151 ROOF FRAMING PLAN AREA B As Built 4
ST152 ROOF FRAMING PLANAREA C As Built 5
ST160 STAIR #1 FRAMING PLANS As Built 5
ST161 STAIR #2 FRAMING PLANS As Built 5
ST162 STAIR #3 FRAMING PLANS As Built 5
ST163 STAIR #4 FRAMING PLANS As Built 5
ST200 WEST ELEVATION AREA A As Built 5
ST210 EAST ELEVATION AREA A As Built 5
ST220 NORTH & SOUTH ELEVATIONS AREA A As Built 5
ST230 NORTH ELEVATION AREA C As Built 6
ST240 SOUTH ELEVATION AREA C As Built 6
ST250 EAST & WEST ELEVATIONS AREA C As Built 4
ST260 EAST & SOUTH ELEVATIONS AREA B As Built 5
ST270 STAIR #1 ELEVATIONS As Built 4
ST271 STAIR #2 ELEVATIONS As Built 4
ST272 STAIR #3 ELEVATIONS As Built 5
ST273 STAIR #4 ELEVATIONS As Built 5
ST280 COOLING TOWER ELEVATIONS As Built 5
ST290 TRASH ENCLOSURE ELEVATIONS As Built 5
ST300 ARCHITECTURAL FEATURES As Built 5
ST301 ARCHITECTURAL FEATURES As Built 5
ST302 ARCHITECTURAL FEATURES As Built 5
ST350 BLOCKOUT CONFIGURATIONS AREA A As Built 4
ST351 BLOCKOUT CONFIGURATIONS AREA C As Built 4
ST400 MATERIAL SHEET As Built 5
ST401 MATERIAL SHEET As Built 5
ST402 MATERIAL SHEET As Built 5
ST403 PROJECT JOINTING DETAILS As Built 4
ST410 SECTIONS & DETAILS As Built 4
ST411 SECTIONS & DETAILS As Built 4
ST412 SECTIONS & DETAILS As Built 5
ST420 SECTIONS & DETAILS As Built 5
ST430 SECTIONS & DETAILS As Built 5
ST440 SECTIONS & DETAILS As Built 5
ST500 TYPICAL TOPPING PLAN 2 Thru 5 As Built 5
ST501 TYPICAL ROOF TOPPING PLAN As Built 5
ST502 TOPPING PLAN DETAILS As Built 5
ST610 REPAIRS As Built 1
ST611 REPAIRS As Built 1
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RWO-231404
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RWO-231567
RWO-231634
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FOR DETAIL
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BUILDING #2
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DESIGN PACKAGE 2 - RECORD DRAWINGS
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60º MAX
LOAD LINE
OFF LOADING DOUBLE-TEE OR FLAT SLAB PANELS
(LIFT LOOPS)
STEM
WWFFLANGE
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DOUBLE TEE CROSS SECTION
NOTES
1. TINDALL RECOMMENDS THAT WHEN EVER
POSSIBILE, FIELD ANCHORS BE ATTACHED TO THE 4"
FLANGE OF THE PRECAST DOUBLE TEES.
2. DO NOT INSTALL FIELD ANCHORS IN THE BOTTOM
18" ON THE PRECAST DOUBLE TEE STEMS. POWDER
ACTUATED FASTENING SYSTEMS ARE STRICTLY
PROHIBITED IN THIS AREA.
3. DO NOT DRILL IN BOTTOM OF DOUBLE TEE STEM.
DISCLAMER TINDALL WILL NOT BE RESPONSIBLE FOR
ANY DAMAGE DONE TO THE DOUBLE TEES CAUSED BY
OTHER TRADES AND/OR THEIR FIELD INSTALLIONS.
OFF LOADING 8" FLAT PANELS
(6 TON BURKES TOP EDGE; 8 TON BURKES BACK FACE)
ROLLING BLOCK
BOTH DRUMS LOADED
ROLLING BLOCKS
& SPREADER BEAM
PANEL MAY BE
LOWERED TO DUNNAGE
TO REMOVE RIGGING
ROTATE IN AIR
DO NOT HEEL
DOUBLE TEES (1) CONNECTION AT EACH END OF DT 20% OF FLANGE CONNECTIONS TO ADJACENT DT NONE
PRODUCT TYPE BEFORE CRANE RELEASE: BEFORE ERECTING NEXT MEMBER: GROUTING REQUIREMENTS:
MINIMUM CONNECTION SCHEDULE:
1.) THESE GUIDELINES PROVIDED BELOW ARE MINIMUMS AND ARE NOT TO BE CONSIDERED AS A COMPLETE SUBSTITUTE FOR SAFE AND RATIONAL ERECTION PRACTICES.
2.) ANY EXCEPTION MUST BE DOCUMENTED THROUGH TINDALL ENGINEERING.
3.) FAILURE TO COMPLY WITH THESE MINIMUMS WILL RESULT IN IMMEDIATE STOPPAGE OF WORK UNTIL REQUIREMENTS ARE MET.
NOTES:
1.) 100% OF DT WELDING IS REQUIRED AT SHEARWALLS & LITEWALLS IMMEDIATELY AFTER ERECTED.
2.) TOP AND BOTTOM OF SPANDREL TO COLUMNS CONNECTIONS ARE REQUIRED BEFORE LOADING THE SPANDREL.
3.) 100% FOUNDATION CONNECTIONS ARE TO BE MADE BEFORE LOADING THE VERTICAL MEMBER.
SPANDRELS TOP CONNECTION AT EACH END TOP AND BOTTOM CONNECTION AT EACH END NONE
BEAMS N/A
VERTICAL WALL PANELS LOAD
BEARING
HORIZONTAL WALL PANELS
SHEARWALL
COLUMNS N/A
VERTICAL WALL PANELS NON-
LOAD BEARING
(1) TOP CONNECTION AT EACH END
BRACED AT TOP AND (1) CONNECTION AT BOTTOM
(1) CONNECTION AT TOP AND (1) CONNECTION AT BOTTOM
(1) CONNECTION AT TOP AND 20% OF CONNECTIONS AT THE
BOTTOM
BRACED AT TOP AND (2) CONNECTIONS AT BOTTOM
ALL ANCHOR BOLTS INSTALLED & TIGHTENED. COLUMN BRACES MUST BE
INSTALLED
ALL CONNECTIONS AT EACH END
BRACED AT TOP AND 100% OF BOTTOM CONNECTIONS
(1) CONNECTION AT TOP AND 100% OF BOTTOM CONNECTIONS
(1) CONNECTION AT TOP AND 60% OF CONNECTIONS AT THE BOTTOM
100% OF BOTTOM CONNECTIONS & 20% OF TOP CONNECTIONS
ALL ANCHOR BOLTS INSTALLED & TIGHTENED. COLUMN BRACES MUST BE
INSTALLED
NONE
FULLY GROUTED BEFORE ERECTING MORE THAN ONE
LEVEL
FULLY GROUTED WITHIN (2) DAYS OF PANEL ERECTION
FULLY GROUTED BEFORE ERECTING MORE THAN ONE
LEVEL
FULLY GROUTED BEFORE ERECTING MORE THAN ONE
LEVEL
FULLY GROUTED PER COLUMN TO FOUNDATION
DETAIL.
OFF LOADING 8" HORIZONTAL PANELS
(6 TON BURKES TOP EDGE; 8 TON BURKES BACK FACE)
LOAD LINE
ROLLING BLOCK
ROLLING BLOCK
ROTATE IN AIR
DO NOT HEEL
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PRODUCT MAY BE
LOWERED TO DUNNAGE
TO REMOVE RIGGING
OFF LOADING 13" FIP PANELS
(10 TON BURKES TOP EDGE; 8 TON BURKES BACK FACE)
LOAD LINE
ROLLING BLOCK
ROLLING BLOCK
ROTATE IN AIR
DO NOT HEEL
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PRODUCT MAY BE
LOWERED TO DUNNAGE
TO REMOVE RIGGING
UNLOADING & HANDLING STAIRS/SLABS
4T OR 6T ANCHORS IN THE TOP
CRANE LINE
CRANE LINE
CLEAR TRUCK
CLEAR TRUCK
ROTATE IN THE AIR
"DO NOT HEEL"
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ERECTION NOTES:
Erection to be by TINDALL Corporation, Mississippi Division or TINDALL's subcontractor,refer to erection agreement.
Precast units to be delivered by TINDALL or TINDALL's subcontractor and shall be handled and erected in accordance with these drawings. Any damage due to not following these procedures to any individual component or group of components resulting in visual cracking, spalling or permanent deformation during any phase of storage, handling, or erection, including that of a partially erected structure, is the responsibility of the erector.
Prior to erection, the erector shall be responsible for verifying all dimensions, center-lines and grades that affect the precast.
The erector shall establish joint locations, control points, bench marks, offset lines and elevation marks prior to actual product installation. This will keep the differential in joint width to a minimum as well as identifying problems caused by building frame columns being out of dimension or alignment.
Before erection, the erector shall ensure that all materials supplied by TINDALL are at the job site and readily available. Including shims, pads, connecting hardware and grout. To avoid delays, any deficiencies should be reported to TINDALL immediately.
Erection tolerances shall be as stated in the PCI-design handbook.
( Latest edition )
When job site storing of precast units is required, dunnage shall be located under lifting device, or as specified otherwise on these drawings for special conditions.
Lifting procedures may require two, three, or four lifting points depending upon's panel length and weight. It shall be done as specified on these drawings.
All lifting and handling devices indicated in each product are to be used when lifting and handling any product. Lifting devices to be removed, if applicable, and patched after erection.
Erector is responsible to verify panel's elevation and plumbness, prior to and after precast unit is released from the crane hooks. All bracing, if required, is to remain in place until all final panel connections are made.
Shim stack elevations shall be established by the erector prior to installation of wall panels. Typically, there shall be two shim stacks per panel located at the same location as the panel's bottom connections, or 2x (panel width), or as otherwise indicated on these drawings.
Grouting under panels by the erector, if any, shall be according to scope as shown on TINDALL's drawings.
Columns and vertical wall panels to be shimmed to elevation, plumbed and then grouted using non-shrink, non-metalic grout as specified in these drawings.
All weld types, temporary or otherwise as specified on these drawings, shall be in accordance to ANSI/AWS D1.1 - latest edition.
All welds to be cleaned and then touched-up with rust-inhibitive paint or equal by erector. Touch up galvanized plates with ZRC paint after welding connection hardware and removing flux.
All miscellaneous steel to be ASTM A36, Welding to be with E70XX electrodes.
All caulking work shall be performed in accordance to manufacturer's standard specifications for the particular product and application.
TINDALL's scope of caulking work shall be as shown on these drawings.
To prevent damage to adjacent pavement, mats shall be placed under outriggers.
Crane movement shall be restricted to those areas designated by the contractor.
Beam to column connections shall be made prior to loading beams and then each beam shall be loaded symmetrically to prevent rotation.
Double-tee bearing shall be no less than 4" at all bearing surfaces.
Contact engineering department if bearing is less than 4".
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B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:06:51 PM
ST011
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
S P
E C
IA
L I
N S
P E
C T
IO
N
S C
H E
D U
L E
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
A
B
C
D
E
615 14 13 12 11 10 9 8
/8
/8
/2
/8
/2
/8
/8
/8
/2
/8
/8
/8
/8
/8
/8
/8
/2
/2
/8
/8
/8
/8
/8
/8
/8
/8
/8
/2
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/2
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/4
/4
/2
/2
/2
/2
/2
/8
/8
/8
/4
/8
/8
/8
/2
/4
/4
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/2
/2
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/2
/8
/4
/2
/2
/2
/2
/2
/8
/8
/8
/2
/8
/2
/2
DIRECTION OF
STUB DIMENSIONS
32' - 8 1/2" 32' - 8" 32' - 8" 32' - 8" 32' - 8" 11' - 2 7/8" 21' - 5 3/4" 9' - 1 1/2"
D
IR
E C
T
IO
N O
F
S T
U B
D
IM
E N
S
IO
N S
DIRECTION OF
STUB DIMENSIONS
D
IR
E C
T
IO
N O
F
S T
U B
D
IM
E N
S
IO
N S
ST103
A1
ST103
B1
ST410
4"
ST410
____________________________________________ 2
ST410
ST410
ST410
3"
3"
4"
0' - 0"
2' - 0 7/8"
SJX001
20' - 0 7/8"
SJX001
S P
A C
E S
0' - 0"
6' - 8 3/8"
SJX001
18' - 8 3/8"
SJX001
23' - 2 1/2"
SJX001
S P
A
0' - 0" 0' - 5 3/8"
SJX003
1' - 5 3/8"
SJX003
20' - 8 1/4"
21' - 8 1/4"
SJX003
26' - 11 1/2"
27' - 11 1/2"
SJX003
19' - 5 3/8" 20' - 5 3/8"
21' - 10 7/8"
SJX003
28' - 6 1/8"
SJX003
0' - 0"
2' - 8 1/2"
SJX001
16' - 8 1/2"
SJX001
20' - 6 3/4"
SJX001
S P
A
0' - 0"
1' - 10 1/4"
17' - 10 1/4"
S P
A
0' - 0"
18' - 1 1/4" 19' - 1 1/4"
SJX003
0' - 0" 0' - 1 1/2"
0' - 7 1/2"
4' - 8 1/2"
7' - 4 5/8"
8' - 9 1/8"
9' - 3 1/8"
SJX003
27' - 4 1/4"
27' - 10 1/4"
SJX003
ST100
ST100
ST410
" 6
/4
FIRST (3)
REQ'D SJX003
START SJX001
START 4" OFFSET
STOP 4" OFFSET
4" 7"
(6) SJX003
ST410
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:06:56 PM
ST100
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
F O
U N
D A
T
IO
N E
M B
E D
P L A
N A
R
ST1001/8" = 1'-0"
AAFOUNDATION EMBED PLAN AREA A
ST1001 1/2" = 1'-0"
1ENLARGED PLAN
NOTES:
1. SJX001 INDICATES ON PLANS COMBINATION
OF #5 DOWEL (SJX001) AND 2"x7" SLEEVE (SJX002)
PER SECTIONS 1 & 2/ST410
2. SJX003 INDICATES ON PLANS COMBINATION
OF #8 DOWEL (SJX003) AND 3"x10" SLEEVE(SJX004)
PER SECTIONS 3,4 & 5/ST410
3. CAST-IN-PLACE FOUNDATIONS - BY OTHERS
N
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
NOTE: ORIENTATION OF DOWELS CAN
BE MODIFIED TO AVOID INTERFERENCE
WITH OTHER OBJECTS.
TYPICAL COMMENTS APPLYING TO ALL SHEETS OF THIS SUBMITTAL
1. REFER TO ASI001 FOR MOST CURRENT STRUCTURAL FOUNDATION THICKNESS.
COORDINATE THICKENED FOOTING AS REQ'D FOR DOWEL EMBEDMENT.
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
A
A
B
B
C
C
D
D
G
G
H
H
J
J
K
K
L
L
N
N P
F
F
ST103
B2
ST103
B1
46' - 5 5/8"
8' - 9 1/8" 10' - 4" 8' - 9 7/8" 16' - 8" 1' - 10 5/8"
E X
P
J t.
/4
/4
/2
ST410
ST410
/AA ST100
C
A S
T
7' - 10 5/8"
1' - 7 3/8"
4' - 8" 8' - 5" 4' - 5 1/2" 3' - 6 1/2"
8' - 0" 3' - 6 1/2"1' - 7"
/2
/2
"8
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:07:48 PM
ST101
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
F O
U N
D A
T
IO
N E
M B
E D
P L A
N A
R E
A B
ST1011/8" = 1'-0"
BAFOUNDATION EMBED PLAN AREA B
N
NOTES:
1. SJX001 INDICATES ON PLANS COMBINATION
OF #5 DOWEL (SJX001) AND 2"x7" SLEEVE (SJX002)
PER SECTIONS 1 & 2/ST410
2. SJX003 INDICATES ON PLANS COMBINATION
OF #8 DOWEL (SJX003) AND 3"x10" SLEEVE(SJX004)
PER SECTIONS 3,4 & 5/ST410
3. CAST-IN-PLACE FOUNDATIONS - BY OTHERS
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
TYPICAL COMMENTS APPLYING TO ALL SHEETS OF THIS SUBMITTAL
1. REFER TO ASI001 FOR MOST CURRENT STRUCTURAL FOUNDATION THICKNESS.
COORDINATE THICKENED FOOTING AS REQ'D FOR DOWEL EMBEDMENT.
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
3 3
P Q R S T U V
9 9
ST103
C1
/8
/8
/4
/4
/4
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/2
/2
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
ST410
DIRECTION OF
STUB DIMENSIONS
0' - 3 3/8"
1' - 9 3/8"
SJX003
9' - 10 1/2"
11' - 4 1/2"
13' - 0 1/2"
14' - 6 1/2"
SJX003
19' - 6 1/2"
21' - 0 1/2"
22' - 7"22' - 7"
0' - 0"
2' - 9 3/8"
SJX001
8' - 9 3/8"
SJX001
15' - 0 1/2"
SJX001
19' - 0 1/2"
SJX001
0' - 0"
0' - 3 3/4"
SJX003
4' - 3 3/4" 5' - 2 1/4"
6' - 7 1/2"
7' - 7 1/2"
SJX003
26' - 5 1/2"
27' - 5 1/2"
SJX003
0' - 0"
8' - 5 7/8"
25' - 5 7/8"
S P
A
ST100
1O.H.
ST100
1OPP
HAND
0' - 0"
0' - 7"
SJX001
5' - 7"
SJX001
10' - 4 1/8"
SJX001
22' - 4 1/8"
SJX001
30' - 6 7/8"
SJX001
48' - 6 7/8"
SJX001
S P
A
S P
A
0' - 3 3/8"
SJX003
6' - 10 5/8"
8' - 4 1/8"
9' - 4 1/8"
SJX003
22' - 10 1/2"
23' - 10 1/2"
SJX003
29' - 1 3/4"
30' - 1 3/4"
SJX003
49' - 4 5/8"
50' - 4 5/8"
SJX003
/8
/8
/2
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/2
/2
ST410
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/4
/4
/8
/8
DIRECTION OF
STUB DIMENSIONS
D
IR
E C
T
IO
N O
F
S T
U B
D
IM
E N
S
IO
N S
D
IR
E C
T
IO
N O
F
S T
U B
D
IM
E N
S
IO
N S
START 4"
(OFFSET)
ST410
ST410
2' - 2 3/4"
2' - 2 3/4"
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:07:52 PM
ST102
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
F O
U N
D A
T
IO
N E
M B
E D
P L A
N A
R E
A C
ST1021/8" = 1'-0"
CAFOUNDATION EMBED PLAN AREA C
N
NOTES:
1. SJX001 INDICATES ON PLANS COMBINATION
OF #5 DOWEL (SJX001) AND 2"x7" SLEEVE (SJX002)
PER SECTIONS 1 & 2/ST410
2. SJX003 INDICATES ON PLANS COMBINATION
OF #8 DOWEL (SJX003) AND 3"x10" SLEEVE(SJX004)
PER SECTIONS 3,4 & 5/ST410
3. CAST-IN-PLACE FOUNDATIONS - BY OTHERS
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
TYPICAL COMMENTS APPLYING TO ALL SHEETS OF THIS SUBMITTAL
1. REFER TO ASI001 FOR MOST CURRENT STRUCTURAL FOUNDATION THICKNESS.
COORDINATE THICKENED FOOTING AS REQ'D FOR DOWEL EMBEDMENT.
F
O R
-2
4 4
4 4
R
E V
IS
E
D F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
S J X
S J X
9' - 5"
/2
/2
S
J X
/2
S J X
/2
S J X
/4
S
J X
0' - 0"
6' - 5"
SJX001
8' - 5"
SJX001
10' - 5"
SJX001
12' - 5"
SJX001
14' - 5"
SJX001
16' - 5"
SJX001
18' - 5"
SJX001
0' - 0"
4' - 11"
SJX003
5' - 11"
SJX003
19' - 5"
20' - 5"
SJX003
/2
S J X
/2
S J X
/2
S J X
/2
S J X
S J X
6" 6"
SJX003
A
B
0' - 0"
9' - 5 1/2"
SJX001
11' - 5 1/2"
SJX001
13' - 5 1/2"
SJX001
15' - 5 1/2"
SJX001
17' - 5 1/2"
SJX001
0' - 0"
0' - 11 1/2"
SJX003
2' - 5 1/2"
3' - 7 1/2"
SJX003
8' - 6 1/2"
SJX003
18' - 5 1/2"
SJX003
19' - 11 1/2"
SJX003
S
J X
S J X
S
J X
S J X
S
J X
S
J X
S
J X
S
J X
S J X
S J X
S
J X
10 1/2"
/2
M N P
S J X
S J X
S J X
S J X
S J X
S J X
S J X
S J X
/8
S J X
0' - 0"
3' - 11 1/2"
SJX001
7' - 11 1/2"
SJX001
0' - 0"
1' - 3 1/2"
SJX003
2' - 3 1/2"
SJX003
9' - 7 1/2"
SJX003
10' - 7 1/2"
SJX003
/8
S J X
0' - 0"
1' - 1 1/2"
SJX003
10' - 9 1/2"
SJX003
1' - 2"
S J X
S J X
S J X
S J X
S J X
S J X
/2
S J X
6' - 2"
7"
7 1/4"
3' - 2 1/2" 17' - 5 1/2"
V
/8
S
J X
/8
S
J X
/8
S J X
/8
S J X
/8
S J X
/4
S J X
0' - 0"
10' - 4 5/8"
SJX001
12' - 4 5/8"
SJX001
14' - 4 5/8"
SJX001
16' - 4 5/8"
SJX001
18' - 4 5/8"
SJX001
20' - 4 5/8"
SJX001
22' - 4 5/8"
SJX001
9' - 5 1/8"
/4
/4
" 0
/8
S J X
/8
S J X
6 1/8" 8"
/8
S J X
/8
S J X
/8
S J X
/8
0' - 0"
8' - 4 1/2"
9' - 4 1/2"
SJX003
22' - 11 1/4"
23' - 11 1/4"
SJX003
(2)SJX001
(4)SJX003
(4)SJX001
(4)SJX003
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:07:57 PM
ST103
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
E N
L A
R G
E D
F T
G P
L A
N S
S
T A
IR
S
ST1031/4" = 1'-0"
A1FOUNDATION EMBED PLAN STAIR #1
BARS ALONG GRID 15
NOT SHOWN FOR CLARITY
REFER TO ST100
FOR LOCATIONS
ST1031/4" = 1'-0"
B1FOUNDATION EMBED PLAN STAIR #2
ST1031/4" = 1'-0"
B2FOUNDATION EMBED PLAN STAIR #3
ST1031/4" = 1'-0"
C1FOUNDATION EMBED PLAN STAIR #4
DIRECTION OF
STUB DIMENSIONS
D
IR
E C
T
IO
N O
F
S T
U B
D
IM
E N
S
IO
N S
DIRECTION OF
STUB DIMENSIONS
D
IR
E C
T
IO
N O
F
S T
U B
D
IM
E N
S
IO
N S
DIRECTION OF
STUB DIMENSIONS
DIRECTION OF
STUB DIMENSIONS
BARS ALONG GRID 8
NOT SHOWN FOR CLARITY
REFER TO ST101
FOR LOCATIONS
BARS ALONG GRID V
NOT SHOWN FOR CLARITY
REFER TO ST102
FOR LOCATIONS
DIRECTION OF
STUB DIMENSIONS
D
IR
E C
T
IO
N O
F
S T
U B
D
IM
E N
S
IO
N S
DIRECTION OF
STUB DIMENSIONS
DIRECTION OF
STUB DIMENSIONS
DIRECTION OF
STUB DIMENSIONS
D
IR
E C
T
IO
N O
F
S T
U B
D
IM
E N
S
IO
N S
NN
N
N
NOTES:
1. SJX001 INDICATES ON PLANS COMBINATION
OF #5 DOWEL (SJX001) AND 2"x7" SLEEVE (SJX002)
PER SECTIONS 1 & 2/ST410
2. SJX003 INDICATES ON PLANS COMBINATION
OF #8 DOWEL (SJX003) AND 3"x10" SLEEVE(SJX004)
PER SECTIONS 3,4 & 5/ST410
3. CAST-IN-PLACE FOUNDATIONS - BY OTHERS
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
TYPICAL COMMENTS APPLYING TO ALL SHEETS OF THIS SUBMITTAL
1. REFER TO ASI001 FOR MOST CURRENT STRUCTURAL FOUNDATION THICKNESS.
COORDINATE THICKENED FOOTING AS REQ'D FOR DOWEL EMBEDMENT.
F
O R
-2
R
E V
IS
E
D F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
9" 3/4" 25' - 4 1/2" 3/4" 9"
27' - 0"
4 1/2" 1' - 1 1/2" 5 SPA. @ 4'-0" = 20' - 0" 4 5/8" 3' - 7 3/8" 1' - 1 1/2" 4 1/2"
/2
/2
S
P A
/2
/2
S
P A
3' - 6 1/2" 4 SPA. @ 4'-0" = 16' - 0" 3 1/2" 2' - 0 5/8"
SJX001 TYP. U.N.O.
10' - 10"
4" 1' - 1" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 1' - 1" 4"
1' - 5" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 1' - 5"
D.A.
DB
D.1 D.2
4" 10' - 2" 4"
SJX001 TYP. U.N.O.
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:08:01 PM
ST104
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
F D
N E
M B
E D
P L A
N C
O O
L
IN
G T
O W
E R
-T R
A S
H E
N C
L O
S U
R E
ST1041/4" = 1'-0"
AFDN. EMBED PLAN COOLING TOWER
N
ST1041/4" = 1'-0"
BFDN. EMBED PLAN TRASH ENCLOSURE
N
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
TYPICAL COMMENTS APPLYING TO ALL SHEETS OF THIS SUBMITTAL
1. REFER TO ASI001 FOR MOST CURRENT STRUCTURAL FOUNDATION THICKNESS.
COORDINATE THICKENED FOOTING AS REQ'D FOR DOWEL EMBEDMENT.
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
C
D
E
8"21' - 5 3/4"11' - 2 7/8"32' - 8"32' - 8"32' - 8"32' - 8"32' - 8 1/2"1' - 1"
197' - 10 1/8"
3/4"
10' - 10 1/4"
715 14 13 12 11 10 9 8
/2
/2
/4
D .T
L E
N G
T H
/2
/4
/2
1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10"
3/4"
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST160
B
B
B S
T
8' - 8" 1' - 1"
ST412
ST412
T/D.T.
12' - 9"
T/DT
12' - 9"
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
ST350
A
ST350
B
ST350
C
TYP @ B
D T
-0
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:08:08 PM
ST110
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
L E
V E
L
F R
A M
IN
G
P L A
N A
R
ST1101/8" = 1'-0"
ABAREA A 2nd LEVEL PLAN
N
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
A B C D G H J K M N PF
.0
/AB ST110
C
B S
T
C
B S
T
ST161
B
ST162
B
6' - 6" 7' - 4 1/2"
ST430
ST430
/4
20' - 9 1/2" 8' - 0" 13' - 7 1/2" 10' - 4" 10' - 0" 14' - 0" 13' - 10 1/2" 10' - 4" 12' - 4 7/8" 13' - 1" 1' - 9"
/4
/2
/4
/4
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:08:13 PM
ST111
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
L E
V E
L
F R
A M
IN
G
P L A
N A
R
ST1111/8" = 1'-0"
BB2nd FLOOR AREA B
N
SIM
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
N P Q R S T U V
B
B S
T
198' - 3"
1' - 1" 32' - 8 1/2" 32' - 8" 32' - 8" 32' - 8" 32' - 8" 32' - 8 1/2" 1' - 1"
3/4" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 3/4"
B
B S
T
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
/4
/2
/4
1' - 1" 8' - 8 1/8"
ST163
B
ST412
ST412
T/D.T.
12' - 9"
T/DT
12' - 9"
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
ST351
D
TYP. @ 8
ST351
E
ST351
F
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:08:20 PM
ST112
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
L E
V E
L
F R
A M
IN
G
P L A
N A
R
ST1121/8" = 1'-0"
CB2nd FLOOR AREA C
N
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
C
D
E
15 14 13 12 11 10 9 8
/4
D .T
L E
N G
T H
/2
/4
/2
197' - 10 1/8"
8"21' - 5 3/4"11' - 2 7/8"32' - 8"32' - 8"32' - 8"32' - 8"32' - 8 1/2"1' - 1"
3/4"
10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 3/4"10' - 10"
3/4"
/2
/2
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST160
C
ST412
T/D.T.
25' - 3"
T/DT
25' - 3"
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:08:27 PM
ST120
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
L E
V E
L
F R
A M
IN
G
P L A
N A
R
ST1201/8" = 1'-0"
ACAREA-A 3rd LEVEL PLAN
N
M A
R K
D A
T E
R e v is io n
/1
/2
F O
R A
P P
R O
V A
L O
N
LY
N
O T
F O
R
IF
C 5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
R
E V
IS
E
D F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
A B C D G H J K M N PF
ST161
C
ST162
C
ST430
ST430
/4
6' - 6" 7' - 4 1/2"
20' - 9 1/2" 8' - 0" 13' - 7 1/2" 10' - 4" 10' - 0" 14' - 0" 13' - 10 1/2" 10' - 4" 12' - 4 7/8" 13' - 1" 1' - 9"
C
C S
T
/AC ST120
/4
/2
/4
/4
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/10/2024 10:08:15 AM
ST121
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
L E
V E
L
F R
A M
IN
G
P L A
N A
R
ST1211/8" = 1'-0"
BC3rd FLOOR AREA B
N
SIM
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
B
C S
T
198' - 3"
1' - 0 7/8" 32' - 8 1/2" 32' - 8" 32' - 8" 32' - 8" 32' - 8" 32' - 8 1/2" 1' - 1"
3/4" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 3/4"
/4
/4
1' - 1" 8' - 8 1/8"
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST163
C
ST273
ST412
ST412
2T/DT
25' - 3"
T/D.T.
25' - 3"
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/10/2024 10:08:20 AM
ST122
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
L E
V E
L
F R
A M
IN
G
P L A
N A
R
ST1221/8" = 1'-0"
CCAREA C 3rd LEVEL PLAN
N
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
C
D
E
15 14 13 12 11 10 9 8
/4
D .T
L E
N G
T H
/2
/4
/2
197' - 10 1/8"
8"21' - 5 3/4"11' - 2 7/8"32' - 8"32' - 8"32' - 8"32' - 8"32' - 8 1/2"1' - 1"
3/4"
10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 3/4"10' - 10"
3/4"
/2
/2
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST160
D
ST412
T/D.T.
37' - 9"
T/FTG.
37' - 9"
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:08:45 PM
ST130
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
L E
V E
L
F R
A M
IN
G
P L A
N A
R
ST1301/8" = 1'-0"
ADAREA - A 4th LEVEL PLAN
N
M A
R K
D A
T E
R e v is io n
/1
/2
F O
R A
P P
R O
V A
L O
N
LY
N
O T
F O
R
IF
C 5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
R
E V
IS
E
D F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
A B C D G H J K M N PF
20' - 9 1/2" 8' - 0" 13' - 7 1/2" 10' - 4" 10' - 0" 14' - 0" 13' - 10 1/2" 10' - 4" 12' - 4 7/8" 13' - 1" 1' - 9"
/4
/2
/4
/4
/AD ST130
C
D S
T
6' - 6" 7' - 4 1/2"
ST430
ST430
ST161
D
ST162
D
SIM
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:08:50 PM
ST131
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
L E
V E
L
F R
A M
IN
G
P L A
N A
R
ST1311/8" = 1'-0"
BD4th FLOOR AREA B
N
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
/4
/4
1' - 1" 32' - 8 1/2" 32' - 8" 32' - 8" 32' - 8" 32' - 8" 32' - 8 1/2" 1' - 1"
3/4" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 3/4"
8"
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST412
ST412
2 1' - 1"T/DT
37' - 9"
T/D.T.
37' - 9"
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
ST163
D
198' - 3"
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:08:56 PM
ST132
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
L E
V E
L
F R
A M
IN
G
P L A
N A
R
ST1321/8" = 1'-0"
CDAREA - C 4th LEVEL PLAN
N
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
C
D
E
10' - 10 1/4"
15 14 13 12 11 10 9 8
1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10 1/4"1/2"10' - 10"
8"21' - 5 3/4"11' - 2 7/8"32' - 8"32' - 8"32' - 8"32' - 8"32' - 8 1/2"1' - 1"
197' - 10 1/8"
/2
/2
/4
D .T
L E
N G
T H
/2
/4
/2
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST160
E
ST412
T/D.T.
50' - 3"
T/FTG.
50' - 3"
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:09:02 PM
ST140
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
L E
V E
L
F R
A M
IN
G
P L A
N A
R
ST1401/8" = 1'-0"
AEAREA - A 5th LEVEL PLAN
N
M A
R K
D A
T E
R e v is io n
/1
/2
F O
R A
P P
R O
V A
L O
N
LY
N
O T
F O
R
IF
C 5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
R
E V
IS
E
D F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
A B C D G H J K M N PF
ST430
ST430
/4
/AE ST140
C
E S
T
20' - 9 1/2" 8' - 0" 13' - 7 1/2" 10' - 4" 10' - 0" 14' - 0" 13' - 10 1/2" 10' - 4" 12' - 4 7/8" 13' - 1" 1' - 9"
/4
/2
/4
/4
ST161
E
ST162
E
SIM
6' - 6" 7' - 4 1/2"
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:09:07 PM
ST141
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
L E
V E
L
F R
A M
IN
G
P L A
N A
R
ST1411/8" = 1'-0"
BEAREA - B 5th LEVEL PLAN
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
/4
/4
8" 1' - 1" 32' - 8 1/2" 32' - 8" 32' - 8" 32' - 8" 32' - 8" 32' - 8 1/2" 1' - 1"
3/4" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/4" 3/4"
198' - 3"
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
ST420
____________________________________________ ST412
ST412
T/D.T.
50' - 3"
T/DT
50' - 3"
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
ST163
E
ST610
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:09:13 PM
ST142
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
L E
V E
L
F R
A M
IN
G
P L A
N B
L D
G
C
ST1421/8" = 1'-0"
CEAREA - C 5th LEVEL PLAN
N
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
C
D
E
8"21' - 5 3/4"11' - 2 7/8"32' - 8"32' - 8"32' - 8"32' - 8"32' - 8 1/2"1' - 1"
197' - 10 1/8"
3/4"
D.T.
8' - 2 1/4"1/2"
D.T.
8' - 2 1/4"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"1/2"
D.T.
10' - 10 1/8"5/8"
D.T.
8' - 1 3/8"1/2"
D.T.
8' - 1 3/8"3/4"
15 14 13 12 11 10 9 8
/2
/2
/4
D .T
L E
N G
T H
/2
/4
F M
X
L O
C A
T
IO
N
/2
F M
X
L O
C A
T
IO
N
ST420
ST430
ST420
ST430
ST430
ST430
ST430
ST430
ST430
ST430
ST430
ST430
ST420
ST420
ST420
ST420
ST420
ST160
F
T/DT
63' - 3"
T/DT
63' - 3"
T/DT
63' - 3"
T/DT
65' - 3 1/2"
T/DT
64' - 7 1/2"
T/DT
64' - 7 1/2"
T/D.T.
65' - 3 1/2"
T/D.T.
63' - 3"
T/D.T.
64' - 7 1/2"
T/D.T.
63' - 3"
T/D.T.
64' - 7 3/8"
T/D.T.
63' - 3" T/D.T.
63' - 11 1/8"
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
/8
/4
5" Dia.
TYP.
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:09:19 PM
ST150
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
R O
O F
F R
A M
IN
G
P L A
N A
R E
A A
ST1501/8" = 1'-0"
AFAREA -A ROOF PLAN
N
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
A B C D G H J K M N PF
ST430
ST161
F
ST430
ST430
/AE ST140
C
F S
T
20' - 9 1/2" 8' - 0" 13' - 7 1/2" 10' - 4" 10' - 0" 14' - 0" 13' - 10 1/2" 10' - 4" 12' - 4 7/8" 13' - 1" 1' - 9"
/2
/4
/4
ST162
F
SIM
6' - 6" 7' - 4 1/2"
SIM
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:09:24 PM
ST151
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
R O
O F
F R
A M
IN
G
P L A
N A
R E
A B
ST1511/8" = 1'-0"
BFAREA - B ROOF PLAN
N
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
/4
/4
8" 1' - 1" 32' - 8 1/2" 32' - 8" 32' - 8" 32' - 8" 32' - 8" 32' - 8 1/2" 1' - 1"
ST163
F
3/4" 8' - 2 1/4" 1/2" 8' - 2 1/4" 1/2" 10' - 10 1/4" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 10' - 10 1/8" 1/2" 8' - 1 3/8" 1/2" 8' - 1 3/8" 5/8"
ST420
ST430
ST420
ST430
ST430
ST430
ST420
ST420
ST420
ST420
ST420
ST430
ST430
ST430
ST430
ST430
ST430
T/DT
63' - 3"
T/DT
63' - 11 1/8"
T/DT
63' - 3"
T/DT
64' - 7 1/2"
T/DT
63' - 3"
T/DT
64' - 7 1/2"
T/DT
65' - 3 3/8"
T/D.T.
63' - 11 1/8"
T/D.T.
63' - 3"
T/D.T.
64' - 7 1/2"
T/D.T.
63' - 3"
T/D.T.
64' - 7 1/2"
T/D.T.
63' - 3"
T/D.T.
65' - 3 3/8"
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
D T
-0
16' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4"
/8
/8
5" Dia.
TYP.
N
A
B C
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:09:29 PM
ST152
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
R O
O F
F R
A M
IN
G
P L A
N A
R E
A C
ST1521/8" = 1'-0"
CFAREA - C ROOF PLAN
N
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R O
V A
L
F
O R
-2
44444444444
R
E V
IS
E
D F
O R
-2
R
E V
IS
E
D F
O R
-2
A S
B U
IL
T
-0
9-
D
ES
IG
N
P
AC
KA
G
E
- R
EC
O R
D D
R
AW
IN
G
S
DESIGN PACKAGE 2 - RECORD DRAWINGS
RE
CO
RD
D
RA
W
B C
ST270
8"
3/4"
4' - 6 1/4" 11 Treads @ 11" = 10' - 1" 5' - 3 1/4"
3/4"
8" 2 1/2"
13' - 6 1/2" 7' - 9 1/2"
21' - 4"
/4
/4
ST440
ST440
ST440
ST440
____________________________________________ 1
/8
10 1/4"
B C
/4
/4
8"
3/4"
4' - 6 1/4" 10 Treads @ 11" = 9' - 2" 6' - 2 1/4"
3/4"
8" 2 1/2"
13' - 6 1/2" 7' - 9 1/2"
21' - 4"
/4
/4
ST440
ST440
ST440
ST440
____________________________________________3
ST440
ST440
ST440
ST440
R .O
/2
7" 6" Dia.
TYP.
B C
/4
/4
8"
3/4"
4' - 6 1/4" 10 Treads @ 11" = 9' - 2" 6' - 2 1/4"
3/4"
8" 2 1/2"
13' - 6 1/2" 7' - 9 1/2"
21' - 4"
/4
/4
ST440
ST440
ST440
ST440
ST440
ST440
ST440
B C
/4
/4
/4
/4
13' - 6 1/2" 7' - 9 1/2"
21' - 4"
8"
3/4"
4' - 6 1/4" 10 Treads @ 11" = 9' - 2" 6' - 2 1/4"
3/4"
8" 2 1/2"
ST440
ST440
ST440
ST440
ST440
ST440
ST440
ST440
B C
/4
/4
13' - 6 1/2" 7' - 9 1/2"
21' - 4"
/4
/4
8" 4' - 7" 10 Treads @ 11" = 9' - 2" 6' - 3" 8" 2 1/2"
ST440
ST440
ST440
ST440
____________________________________________3
ST440
ST440
ST440
ST440
B C
21' - 4"
13' - 6 1/2" 7' - 9 1/2"
8" 3/4"
SLAB LENGTH
19' - 10 1/2" 3/4" 8"
1' - 11 1/4" 4 SPA. @ 4'-0" = 16' - 0" 1' - 11 1/4"
S L
A B
W
ID
T H
ST412
ST412
ST412
ST412
T/SLAB
70' - 0"
T/SLAB
69' - 8"
F S
-0
US Army Corps of Engineers
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
F
IL
E N
A M
E
IS
S
U E
D A
T E
T A
S K
O R
D E
R N
O
P R
IM
E
C O
N T
R A
C T
N O
P R
O J E
C T
N U
M B
E R
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N
SHEET OF
W H
N -2
-F
D E
S
IG
N P
A C
K A
G E
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
H
A Z
E L T
IN
E
N A
T
IO
N A
L D
R
S U
IT
E
O
L A
N D
O F
L
W H
N -2
-D
-3
X L W
U S
T T
Y A
L L D
V
12/9/2024 2:09:36 PM
ST160
T Y
N D
A L L A
IR
F
O R
C E
B A
S E
P N
X L W
U
A G
M
N L B
T H
A G
M
/1
/2
P N
X L W
U
DORM COMPLEX
T y n d a ll
A ir F o rc e B a s e
F lo ri d a
S T
A
IR
F
R A
M
IN
G P
L A
N S
A
B
C
N
KEY PLAN
ST1601/4" = 1'-0"
ASTAIR #1 1st FLOOR
ST1601/4" = 1'-0"
BSTAIR #1 2nd FLOOR
ST1601/4" = 1'-0"
ESTAIR #1 5th FLOOR
ST1601/4" = 1'-0"
CSTAIR #1 3rd FLOOR
ST1601/4" = 1'-0"
DSTAIR #1 4th FLOOR
ST270
ST270
ST270
ST1601/4" = 1'-0"
FSTAIR #1 ROOF FRAMING
N N N
N N N
ST220
M A
R K
D A
T E
F
O R
A P
P R
O V
A L
O N
LY
N O
T F
O R
IF
C
5-
-2
6-
-2
F O
R
IF
C A
P P
R
V
File details come from the government source that posted it. Updated .