221010 Drive Train Fab Drawings.pdf
PDF 774 KB Posted
- Attached to
- 221010 Hangar Door Repairs/Upgrades
- Solicitation number
- ITB-09782
- Issued by
- Duval County, Florida
About this file
This document contains fabrication drawings and specifications for custom drive train components to be used in the repair and upgrade of hangar doors at Building 860 in Aerospace Way, Florida. The scope of work requires the fabrication of these components offsite in a controlled environment, with no on-site fabrication or welding permitted. Contractors must provide a fit test of the mounting frame to the existing door structure for each door leaf associated with a drivetrain mount assembly prior to fabrication and installation. Substitutions of components are not allowed without written consent, except for obsolete or unsupported parts.
The related state and local contract opportunity, titled "221010 Hangar Door Repairs/Upgrades", is a project located in Duval County, Florida that involves repairs and upgrades to maintenance hangar doors, including inspection and alignment of rollers, guides, and trunnions, as well as replacement of various drive components and control systems. The contract is open to bidders, with no mention of set-asides or incumbents. Funding requirements and sources are not specified in the provided information.
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Text version
225 E. Robinson Street, Suite 145.
Orlando, Florida 32801
Phone: 407-422-1118
Fax: 407-841-9149 www.cscos.com
C&S Engineers, Inc.
Copyright c
SHEET 1 OF 8
DRAWN BY: B. CURRIE, P.E.
CHECKED BY:
DESIGNED BY: B. CURRIE, P.E.
DATE: 5/20/2024
PROJECT: Z64.001.001
REVISIONS
MARK DATE DESCRIPTION
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COVER SHEET
THESE FABRICATION DRAWINGS REPRESENT CUSTOM COMPONENTS INTENDED FOR THE SOLE
USE OF THE HANGAR DOORS IN USE AT BUILDING 860, LOCATED AT 13650 AEROSPACE WAY.
THESE COMPONENTS ARE NOT ENGINEERED TO BE UTILIZED FOR ANY OTHER PURPOSE OR
LOCATION.
NOTES TO BIDDERS:
I. COMPONENTS SHALL BE FABRICATED OFFSITE IN A CONTROLLED ENVIRONMENT. ONSITE
FABRICATION AND/OR WELDING IS PROHIBITED.
II. SUBSTITUTIONS OF COMPONENTS IS NOT PERMITTED WITHOUT WRITTEN CONSENT OF THE
ENGINEER OF RECORD. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR OBSOLETE OR
UNSUPPORTED COMPONENTS.
III. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE WRITTEN SCOPE OF WORK
DOCUMENT.
IV. PRIOR TO FABRICATION AND INSTALLATION, CONTRACTOR SHALL PROVIDE A FIT TEST OF
THE MOUNTING FRAME TO THE EXISTING DOOR STRUCTURE. THIS FIT TEST SHALL BE
COMPLETED FOR EACH DOOR LEAF ASSOCIATED WITH A DRIVETRAIN
MOUNT ASSEMBLY (FRONT)
SCALE 1 / 4
MOUNT ASSEMBLY (RIGHT)
SCALE 1 / 4
MOUNT ASSEMBLY (LEFT)
SCALE 1 / 4
MOUNT ASSEMBLY (BACKSIDE)
SCALE 1 / 4
PARTS LIST
DESCRIPTIONPART NUMBERQTYITEM
ASTM A572 GRADE 50 STEELANGLE BRACKET21
ASTM A572 GRADE 50 STEELSQUARE BAR22
ASTM A572 GRADE 50 STEELMOTOR PLATE13
ASTM A572 GRADE 50 STEELTHREADED BLOCK14
MOTOR & GEARBOX ASSEMBLYSK92672.1V-140TC-90LP_4145TCCUSBRE10HLTW15
ANSI 60 15 TEETH SPROCKETMCMASTER CARR 6280K32616
Plain Washer (Inch )Type A and BANSI B18.22.1 - 1/2 - narrow - Type B107
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.25, HBI88
Plain Washer (Inch )Type A and BANSI B18.22.1 - 7/16 - narrow - Type B89
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 3.25, HBI210
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 7/16-14 UNC - 1.75, HBI411
Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 7/16 - 14, HNI412
BEARING PLATE ASSEMBLY113
225 E. Robinson Street, Suite 145.
Orlando, Florida 32801
Phone: 407-422-1118
Fax: 407-841-9149
SHEET 2 OF 8
DRAWN BY: B. CURRIE, P.E.
CHECKED BY:
DESIGNED BY: B. CURRIE, P.E.
DATE: 5/20/2024
PROJECT: Z64.001.001
REVISIONS
MARK DATE DESCRIPTION
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O O
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MOTOR & MOUNT
ASSEMBLY
BEARING PLATE ASSEMBLY
SCALE 1 : 1
ISOMETRIC
SCALE 1/2
BEARING PLATE ASSEMBLY
SCALE 1 : 1
PARTS LIST
DESCRIPTIONPART NUMBERQTYITEM
ASTM A572 GRADE 50 STEELBEARING PLATE11
ASTM A572 GRADE 50 STEELBEARING TAB22
ANSI 60 22 TEETH SPROCKETMCMASTER CARR 6280K38613
MOUNTED BALL BEARINGMCMASTER CARR 5967K8424
Plain Washer (Inch )Type A and BANSI B18.22.1 - 1/2 - narrow - Type B85
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1, HBI86
ASTM 4140 STEEL ALLOYSHAFT17
ANSI 60 25 TEETH SPROCKETMCMASTER CARR 6236K52318
ASTM A572 GRADE 50 STEELTHREADED BLOCK19
SHEET 3 OF 8
DRAWN BY: B. CURRIE, P.E.
CHECKED BY:
DESIGNED BY: B. CURRIE, P.E.
DATE: 5/20/2024
PROJECT: Z64.001.001
REVISIONS
MARK DATE DESCRIPTION
A A
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B
U I L D
I N
G
H
A N
G A
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D
O O
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D
R I V
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BEARING PLATE
ASSEMBLY
225 E. Robinson Street, Suite 145.
Orlando, Florida 32801
Phone: 407-422-1118
Fax: 407-841-9149
3.000 3.938 0.125
3.375
1.000 1.000
ALIGN HOLES
2.583 0.250 3.550
2 2
BEARING PLATE
BEARING TAB
SCALE 1 : 1
SHAFT
SCALE 1 : 1
THREADED BLOCK
SCALE 3:1
225 E. Robinson Street, Suite 145.
Orlando, Florida 32801
Phone: 407-422-1118
Fax: 407-841-9149
SHEET 4 OF 8
DRAWN BY: B. CURRIE, P.E.
CHECKED BY:
DESIGNED BY: B. CURRIE, P.E.
DATE: 5/20/2024
PROJECT: Z64.001.001
REVISIONS
MARK DATE DESCRIPTION
A A
S F
B
U I L D
I N
G
H
A N
G A
R
D
O O
R
D
R I V
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R A
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BEARING PLATE
ASSEMBLY
COMPONENTS
7.500
2.375 4.250
1.500
1.000
2.750
1.000
6.750
3.500 1.000 1.000 2.000
R.250 TYP
.375
1.750
.750
.531 THRU
R.273 TYP
R.500
1.375
3.000
6.000
.750
2.752
2.752
4.000
R2.500
1.500
R1.946
.500
9.750
.250
R.500
.109
1.000
1.000 .750
1/2-13 UNC - 2B 1.000
MOUNT ASSEMBLY
SCALE 1 / 2
MOUNT ASSEMBLY WITH PLATES
SCALE 1 / 2
DETAIL E
SCALE 1 : 1
DETAIL F
SCALE 1 : 1
E
F
225 E. Robinson Street, Suite 145.
Orlando, Florida 32801
Phone: 407-422-1118
Fax: 407-841-9149
SHEET 5 OF 8
DRAWN BY: B. CURRIE, P.E.
CHECKED BY:
DESIGNED BY: B. CURRIE, P.E.
DATE: 5/20/2024
PROJECT: Z64.001.001
REVISIONS
MARK DATE DESCRIPTION
A A
S F
B
U I L D
I N
G
H
A N
G A
R
D
O O
R
D
R I V
E
T
R A
I N
MOUNT ASSEMBLY
4.250
.750
(REQ'D FOR MOUNTING PLATE)
ALIGN MOUNTING HOLES
1.250ADJ 1.000
MOUNTING PLATE INTENDED TO
SLIDE ALONG SQUARE STOCK
BEARING PLATE INTENDED TO
SLIDE ALONG SQUARE STOCK
3/16
3/16
3/16
3/16
MOTOR PLATE ADJUSTMENT
BEARING PLATE ADJUSTMENT
.750
(REQ'D FOR BEARING PLATE
ADJUSTMENT BOLT
THREADED BLOCK
(WELDED TO MOUNTING PLATE)
ADJUSTMENT BOLT
THREADED BLOCK
(WELDED TO BEARING PLATE)
3/16
3/16
ANGLE BRACKET
SQUARE BAR
SCALE 1 / 2
MOTOR PLATE
SCALE 1 : 1
THREADED BLOCK
SCALE 3 : 1
225 E. Robinson Street, Suite 145.
Orlando, Florida 32801
Phone: 407-422-1118
Fax: 407-841-9149
SHEET 6 OF 8
DRAWN BY: B. CURRIE, P.E.
CHECKED BY:
DESIGNED BY: B. CURRIE, P.E.
DATE: 5/20/2024
PROJECT: Z64.001.001
REVISIONS
MARK DATE DESCRIPTION
A A
S F
B
U I L D
I N
G
H
A N
G A
R
D
O O
R
D
R I V
E
T
R A
I N
MOUNT ASSEMBLY
COMPONENTS
.875 4.250
2.125 5.000
1.000
1.000
9.000
1.000
12.500
7.750
4.724
3.776
R.273 TYP
.469 THRU TYP
2.000 1.000 1.000 3.750
R.250 TYP
.375
1.750
R.500
.750
1.375
.531
1.000
1.000
1/2-13 UNC - 2B 1.000
.750
2.500
2.500
1.250
3.5006.000
.250
.531 THRU
3.000
1.000
2.750
3.750
4.750
10.000
1.250
1/2-13 UNC - 2B 1.250
1/2-13 UNC - 2B 1.250
1/2-13 UNC - 2B 1.250
1/2-13 UNC - 2B 1.250
1.250
24.000
SECTION C-C
SCALE 1/3
SECTION D-D
SCALE 1/3
C
C
D
D
PARTS LIST
DESCRIPTIONPART NUMBERQTYITEM
MOUNT ASSEMBLY11
ANSI 60 ROLLER CHAINANSI 60 Roller Chain22
Plain Washer (Inch )Type A and BANSI B18.22.1 - 1/2 - Regular - Type B43
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.5, HBI44
Plain Washer (Inch )Type A and BANSI B18.22.1 - 1/2 - narrow - Type B45
Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13, HNI46
225 E. Robinson Street, Suite 145.
Orlando, Florida 32801
Phone: 407-422-1118
Fax: 407-841-9149
SHEET 7 OF 8
DRAWN BY: B. CURRIE, P.E.
CHECKED BY:
DESIGNED BY: B. CURRIE, P.E.
DATE: 5/20/2024
PROJECT: Z64.001.001
REVISIONS
MARK DATE DESCRIPTION
A A
S F
B
U I L D
I N
G
H
A N
G A
R
D
O O
R
D
R I V
E
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R A
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INSTALLED
ASSEMBLY
1.500 0.250
FIXED SPROCKET ON WHEEL
ADJUST POSITION ON SHAFT TO
ALIGN WITH WHEEL SPROCKET BELOW
EXISTING HOLE LOCATIONS ON DOOR STRUCTURE.
PRIOR TO FIT-UP CONTRACTOR SHALL CONFIRM
MOTOR MOUNT HOLES ARE MINIMUM DISTANCE
SHOWN FROM HOLE CENTER
2.350 IDEAL
1.750 MINIMUM
GEARBOX
MOTOR
RELEASE LEVER
CONTRACTOR SHALL PROVIDE FIT TEST OF MOUNT TO
EACH DOOR LEAF ASSOCIATED WITH A DRIVETRAIN
ASSEMBLY. IDENTIFY ANY HOLES, PROTRUSIONS,
AND/OR OTHER OBSTRUCTIONS TO THE INTENDED
ATTACHMENT POINT.
SECTION A-A
SCALE 1 / 2
A A
B B
225 E. Robinson Street, Suite 145.
Orlando, Florida 32801
Phone: 407-422-1118
Fax: 407-841-9149
SHEET 8 OF 8
DRAWN BY: B. CURRIE, P.E.
CHECKED BY:
DESIGNED BY: B. CURRIE, P.E.
DATE: 5/20/2024
PROJECT: Z64.001.001
REVISIONS
MARK DATE DESCRIPTION
A A
S F
B
U I L D
I N
G
H
A N
G A
R
D
O O
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D
R I V
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FIELD
MEASUREMENTS
OF EXISTING
GEOMETRY
13.125
13.125
8.000
11.250
7.000
3.000
2.521
18.500
1.125
3.313
7.938
.313
22.688
19.438
1.6251.625
8.313
12.000
.500
1.250
.459
.791
1.000
26.250
.500
.500
.500
1.813
THIS SHEET IS PROVIDED FOR REFERENCE ONLY AND DOES NOT
REPRESENT COMPONENTS THAT REQUIRE FABRICATION UNDER
THIS SCOPE OF WORK.
File details come from the government source that posted it. Updated .