Addendum 1.pdf
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- Attached to
- Commercial Inspection Facility - Construction Federal contract opportunity
- Solicitation number
- W50S8U-22-R-0001
- Issued by
- Department of the Army National Guard
About this file
This solicitation is for the construction of a Commercial Inspection Facility for the Tulsa Air National Guard in Oklahoma. The project scope includes construction of the facility building, pavement, fencing, lighting, and landscaping. The work location is at the Tulsa Air National Guard Base. This is a 100% small business set-aside with a NAICS code of 236220 and size standard of $39.5 million. The anticipated contract value is between $1-5 million. The pre-proposal conference is strongly encouraged. The award will be made using best value determination. Funding is not presently available but is anticipated to be appropriated prior to award, as this project is on the National Guard's priority list. No contract will be awarded until funds are received. Responses are due in accordance with the solicitation issued by the Department of the Army National Guard.
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1 O F 1
ADDENDUM
This addendum forms a part of the contract documents and modifies previous documents, specifications and drawings pertaining to these items dated 08/03/2021. The Contractor shall notify the architect immediately with any discrepancies or errors found in these documents.
DESCRIPTION
This addendum revises the cable system specification on drawing CS504 from Gibraltar TL-3 to Gibraltar TL-4
Tamper Proof System. Please refer to the attached manufacturer’s drawing for additional information.
END OF ADDENDUM NARRATIVE
ADDENDUM NO. 1
ADDENDUM DATE 7/13/2022
PROJECT Commercial Inspection Facility – Tulsa, Oklahoma
CLIENT Oklahoma Air National Guard – Tulsa, Oklahoma
ARCHITECT Cyntergy AEC, LLC – 810 S. Cincinnati Ave., Ste 200, Tulsa, OK 74119
4d (2 1/2" MIN.)
R d
HOOK
d d
R
90° BEND
RE: SCHED.
EMBED
FACE OF
CONC.
TYP. LAP SPLICE
48d MASONRY
CONC. RE: SCHED.
R = 4d FOR #8 BARS OR SMALLER R = 5d FOR #9, #10 AND #11 BARS R = 6d FOR #14 AND #18 BARS
R = 2d
STIRRUP OR TIE
6d OR 4" MIN.
#3 30 39 8 #4 40 52 11 #5 50 65 13 #6 60 78 16 #7 87 113 18 #8 99 129 21
SIZE
TYP. LAP
LENGTH (IN)
TOP BAR LAP
LENGTH (IN)*
MIN. EMBEDMENT FOR
STD. 90° HOOK (IN)
3500 PSI CONCRETE REINFORCING LAP SPLICE
AND 90° HOOK LENGTHS SCHEDULE
*REFERS TO REINFORCING WITH MORE THAN 12 INCHES
OF CONCRETE PLACED BELOW.
T
SAWCUT CJ, FILL WITH
JOINT FILLER AT
EXPOSED JOINTS
1/8" X T/4 DEEP SAWCUT
CONTRACTION JOINT FOR
WET CUTTING OR EARLY
ENTRY SAW CUTTING
A. CONTROL JOINT DETAIL (C.J.)
T
RESAW CONSTRUCTION JOINT
1/8" X T/4 DEEP TO PRODUCE
VERT. SIDE WALL AND HORIZ.
SHELF TO SUPPORT JOINT
FILLER, FILL WITH JOINT FILLER
AT EXPOSED JOINTS
B. CONSTRUCTION JOINT DETAIL
T /4
T /4
1/2" DIA. x 1'-0" SMOOTH
BAR DOWELS AT 24" O.C.,
DOWELS MUST BE LEVEL
AND SQUARE WITH JOINT
6" 6"
HORIZ. REINF
IN WALL OR
FOOTING
HORIZ. REINF
IN WALL OR
FOOTING
CORNER BARS
TO MATCH HORIZ.
REINF., LAP BARS
48 BAR DIA. OR
24" WHICHEVER
IS GREATEST
UNLESS NOTED
OTHERWISE ON
THESE PLANS, TYP.
M
IN
B
A R
D
IA
P R
O J
" TOP OF
CONCRETE 1 1/2"
/2
HSS8x8x5/8
3/16
GRID
GRID
1'-2"
/2
1 1/2"
3/4" BASEPLATE WITH
(4) 3/4" DIA x 1'-0"
ANCHOR BOLTS
COMP. & CLADDING UPLIFT
ZONE
GROSS NET
1 18.9 10.9
AREA < 10 SQ FT AREA > 100 SQ FT
GROSS NET
16.3 8.3
2 39.9 31.9 26.8 18.8
3 63.6 55.6 47.8 39.8
2 OVERHANG
3 OVERHANG
53.1 45.1 53.1 45.1
92.5 84.5 61.0 53.0
GATE HOUSE
3 3
3 3
2 2
TYP
3'-0"
T Y
P
MWFRS UPLIFT
ZONE GROSS NET
A 24.30 16.3
B 10.90 2.9
GATE HOUSE
A
B
B
TYP
3'-0"
T Y
P
COMP. & CLADDING UPLIFT (CANOPY)
ZONE
AT ≤ 9 9< AT ≤ 36
1 -24.78
AT >36
2 -37.24 -37.24
3 -74.34 -37.24
CANOPY
T Y
P
TYP
3'-0"
-24.78 -24.78
-24.78
-24.78
14" SQ. FORMED CONCRETE
COLUMN WITH (4) #6 VERT
AND #3 TIES AT 12" OC
1" CABLE, PROVIDE
SLEEVES AS REQUIRED,
SEE FENCE SPEC
CONTINUE MOW STRIP
REINFORCEMENT THROUGH
2'-8" BLOCK. RE: CIVIL FOR
MOW STRIP
36" DIA x4'-0", 6000 PSI
CONCRETE PIER WITH
(8) #7 VERT. AND #3
TIES AT 12" OC
TOF EL
= 99'-6"
FINISHED GRADE OR
PAVING, RE: CIVIL
2'-8"x2'-8"x1'-0" WITH (1) #4
VERT IN EACH CORNER
AND #3 TIES (1) TOP AND
(1) BOT. PLACE CONTROL
JOINT BETWEEN BLOCK
AND MOW STRIP
NOTE:
1. FOR MASONRY VENEER
PILASTER LOCATIONS,
RE: SITE PLAN.
R E
A
R C
H
C L R
(4) #6 DOWELS x 6' -0"
EXTENDING 2'-6" INTO PIER
9" 1'-2" 9"
8" SQ. GALVANIZED POST
FILLED WITH 8,000 PSI
CONCRETE OR AS
SPECIFIED BY FENCH
MANUFACTURER. SEE
FENCE SPEC
1" CABLE
CONTINUE MOW STRIP
REINFORCEMENT THROUGH 1'-4"
BLOCK FIELD BEND AROUND
COLUMN. RE: CIVIL FOR MOW STRIP
36" DIA x5'-0", 6000 PSI
CONCRETE PIER WITH
(8) #8 VERT. AND #3
TIES AT 12" OC
CLR
2"
#7 VERT REINF
#3 TIES AT 12" OC
TOF EL
= 99'-6"
FINISHED GRADE OR
PAVING, RE: CIVIL
1'-4" SQ. CONCRETE WITH
CONTROL JOINT BETWEEN
BLOCK AND MOW STRIP.
NOTE:
1. FOR CABLE TERMINATION POST
AND "I" BEAM POST LOCATIONS,
SEE SITE PLAN.
2. FOR "I" BEAM POST FOUNDATION,
SEE FENCE MANUFACTURER.
C L R
CLR
1"
3" CLR. TYP.
M
IN
E
M B
E D
M E
N T
LIGHT POLE, BASE PLATE,
ANCHOR BOLTS, CONDUIT
AND GROUNDING
REQUIREMENTS. RE: ELEC
18" DIA. PIER WITH
(9) #8 VERT REINF
AND #3 TIES AT
16" OC, (3) IN TOP 5"
FINISHED GRADE,
RE: CIVIL
DIA
2'-6"
RE: 2/E-403 FOR ELEC.
INFORMATION
C L R
4000 PSI PORTLAND
CEMENT CONCRETE.
VIBRATED FROM BOTTOM
TO TOP. HAND RUB FINISH
ON EXPOSED PIER.
1" CHAMFER, TYP
M
A X
1'-6"
VOLUME 1 OF 1
Sheet ____ of ____
SHEET
REFERENCE
NUMBER
Symbol Description Date ApprovedCONTRACT NUMBER:
PLOT DATE:
PLOT SCALE:
DWN BY: CHK BY: FILE NAME:
DATE:DESIGNED BY:
OKLAHOMA AIR NATIONAL GUARD
TULSA OK
BCE: KURT W. STEPHENS, Lt Colonel
A B C D E F G H
O R
IG
IN
A L
S E
A L E
D A
N D
S
IG
N E
D D
R A
W
IN
G S
A R
E O
N F
IL
E
A T
T H
E O
F F
IC
E
O F
T H
E B
A S
E C
IV
IL
E N
G
IN
E E
R
CYNTERGY
810 SOUTH CINCINNATI
2ND FLOOR
TULSA, OK 74119
918-877-6000
As indicated
C U s e rs \s k e lt m c .A
E C
\D o c u m e n ts \R e v it \C
IF
A rc h
S tr u c t_ s k e lt m c .r v t
10153
S-004
W912L6-13-D-0002, TO 21
08/03/2021
MCS LLV
08/03/2021CMH
COMMERCIAL INSPECTION
FACILITY
PROJECT NUMBER: XHZG159052
GENERAL STRUCTURAL DETAILS
A U
G U
S T
T Y
P E
B -3
F
IN
A L S
U B
M
IT
T A
L
F O
R C
O N
S T
R U
C T
IO
N
L
IC
E N
S E
D P
R
OFESSIONA
L
E N
G I N
E E
R
OKL AHOMA
LARRY LEE
VORBA
11654
1 1/2" = 1'-0"1
REINF. LAP/BEND DIAGRAM
3/4" = 1'-0"2
TYP. CONTROL JOINT
3/8" = 1'-0"3
CORNER BAR DETAIL
1 1/2" = 1'-0"4
ANCHOR BOLT DETAIL
1" = 1'-0"5
TYP BASE PLATE DETAIL
3/32" = 1'-0"6
WIND DIAGRAM C&C
GATE HOUSE
3/32" = 1'-0"7
WIND DIAGRAM MWFRS
GATE HOUSE
3/32" = 1'-0"8
WIND DIAGRAM C&C CANOPY
3/4" = 1'-0"9
MASONRY VENEER PILASTER
3/4" = 1'-0"10
PILASTER AT FENCE POST
3/4" = 1'-0"11
TRAFFIC POLE FOUNDATION
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2022
TYPE B-3 FINAL SUBMITTAL 08/03/2021
1541174164M Callout
CMU1
1541174164M Polygon
| Pre-Bid RFI CIF_14July22.pdf |
| OKANG CIF - Add 1.pdf |
| TL-4 Tamper Proof System (rev13) |
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